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006-660-014
op 10 me iSS ,QVmbrw Z7 00 Wylie Besser \r,1qLt6 J -C 13C-Ssc-k— N&Corner of private road approx. 400' E of Hosler Lane, approx. 2000' N. of Nord Hwy., Chico LOT #2 rso -7- 1-W # 091-76P E(util MH) LOT#2 ro, ELEC SUPPORt STRUCTURE REIR COMPACTI)DI TEST REQ. A)O Permit;#2165,-78MHI. Issued 00(0—(Ae0-01Lt 44--@-Q 4- Contr: Oak Hill MH Sales,RE� Permit #6443-78MHI Issued P ERM IT#96'.Jb34'1 'BESSER,'W.J: 4550-Bessei�Ct'-, Chico,, 4 Co'n-t-:- 'jacks VMob i le'Home ,rr h j MHI-. Ek Site 04-2452 F-006-660-014 BESS . ER, TIM & CARMEN 0 INAL�IN A' ED 4550 BESSER CT, CH Cont: EXECUTIVE HOM NEW MH PERM FND .TIM ,BESSER.L. 4550' BES8-E'R "COURT' CHICo PERMIT ' 495;�68A(AGRI AL�,,EXEMP) , w 6K RECORDING REQUESTED BY:'^Z'f "- -- AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 20014 0059767 Recorded I REC FEE 10.00 Official Records I CONFORM 1.00 County Of I BUTTE I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Lisa 11:56AM 28 -Sep -2004 I page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, 2� INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. TIMMOTHY J. BESSER AND CARMEN K. BESSER REAL PROPERTY OWNER/LESSOR 4550 BESSER CT. MAILING ADDRESS CHICO BUTTE CA. 95973 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-2452 530 538-7541 UILD GPERMITTJO. TELEPHONE NUMBER 9' - �ONVURE OF LOCAL A ENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FLEETWOOD 2004 STONECREEK 766-3G MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMFJNUMBER WAFL431A/B/C18639-TR13 39'9" x 66 WAS80094288/89/90 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBERS) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 006-660-014 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK -Applicant GOLDENROD. Building Dept. N THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL 1: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 22, 1976, IN BOOK 599 OF PARCEL MAPS, AT PAGE 1. RESERVING THEREFROM A RIGHT OF WAY FOR ROAD AND UTILITY PURPOSES, AS SHOWN ON THE ABOVE DESCRIBED PARCEL MAP. AP NO. 006-660-014 PARCEL II: A RIGHT OF WAY FOR ROAD AND UTILITY PURPOSES OVER THE SOUTHERLY 60 FEET OF THE NORTH 950.00 FEET OF THE WEST HALF OF LOT 10 AS SHOWN ON THAT CERTAIN MAP ENTITLED,"HOLSER TRACT, NEAR CHICO, BUTTE CO., CA." WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 9, 1913 IN BOOK 7 OF MAPS, AT PAGE 6. PARCEL III: A RIGHT OF WAY FOR ROAD AND UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER , COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 22, 1976, IN BOOK 59 OF PARCEL MAPS, AT PAGE 1 RECORDING REQUESTED BY: ;AND WHEN RECORDED MAIL TO: }BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 28 -Sep -2004 2004-0059767 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. TDAMOTHY J. BESSER AND CARMEN K. BESSER REAL PROPERTY OWNERILESSOR 4550 BESSER CT. MAILING ADDRESS CHICO BUTTE CA. 95973 CITY 7� j COUNTY STATE ZIP SAME r INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY , 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE - ZIP 04-2452 530 538-7541 G PERMIT 11(0. TELEPHONE NUMBER ! 04 OF LOCAL A ENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO FLEETWOOD 2004 STONECREEK 766-3G MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAM MMBER WAFL431A/B/C18639-TR13 39'9" X 66 WAS80094288/89/90 SERIAL NUMBERS) LENGTH X WIDTH INSIGNVJLABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSORS PARCEL NUMBER 006-660-014 HCD FORM 433(A) REV. 8/91 WNITP _ f --- R.—A— PANAR V - Hr.n PMC - Annlin.w fiOI DP.NROD - Ruildin¢ Deot. THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE. COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL 1: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 22, 1976, IN BOOK 592 OF PARCEL MAPS, AT PAGE 1. RESERVING THEREFROM A RIGHT OF WAY FOR ROAD AND UTILITY PURPOSES, AS SHOWN ON THE ABOVE DESCRIBED PARCEL MAP. AP NO. 006-660-014 PARCEL II: A RIGHT OF WAY FOR ROAD AND UTILITY PURPOSES OVER THE SOUTHERLY 60 FEET OF THE NORTH 950.00 FEET OF THE WEST HALF OF LOT 10 AS SHOWN ON THAT CERTAIN MAP ENTITLED,"HOLSER TRACT, NEAR CHICO, BUTTE CO., CA." WHICH MAP WAS RECORDED IN THE OFFICE OF .THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON' MAY 99 1913 IN BOOK 7 OF MAPS, AT PAGE 6. PARCEL III: A RIGHT OF WAY FOR ROAD AND UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER , COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 22, 1976, IN BOOK 59 OF PARCEL MAPS, AT PAGE 1 BUILDING PERMIT NUMBER: 04-2452 Address or location of unit: 4550 BESSER CT. CHICO, CA. 95973 Legal Description of Real Property: AP#: 006-660-014 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: TIMOTHY J. BESSER AND CARMEN K. BESSER Owner's address: 4550 BESSER CT. CHICO, CA. 95973 INSIGNIA OR HUD NUMBER: WAS0094288/9/90 SERIAL NUMBER OR V.I.N.: WAFL431A/B/C18639-TR13 MANUFACTURER'S NAME: FLEETWOOD HOMES YEAR: 2004 OFFICIAL APPROVING INSTALLATION: (_" DATE:' _ �; PHONE: (530) 538-7541 H.C.D. 513C FILE No.313 0824 '04 PM 01:00 ID:EXECUTIVE HOMES FAX:530 891 8753 PAGE 1 )OCALIODitNIA �C O NGk MBE /ov AND COMMUNITY DEVELOPMENT AND STANDARDS8710708* TZO7OV he 7rN_00 USING PRL0RAM ') ' zs s ERTIFICATE OF MGM- i "' '- ❑ CHECK IF THIS 16 A DUPLICATE MCO -ENTER ORIGINAL.MCO NO. i= XXX NUMBER OF ' �i"ALYCNd@y- 0 MUMH (MULTI -UNIT MANUFACTURED HOUSING TEfs •t...GOMMEROIAL••Gppt^wr.. .... .;: ii•:!:-1i:i,: !`. °S!) J d! Jr�711'(. ? OCCUPANCY GROUP MAUU1A_C!� NAM i MANUF C URER LI E NUMBER: FLZETWOOD HOMES OF WAB,HINOTQN, • INC. }kQ31 ' MANUFACTURER ADDRESS ESPI082465 UGGEB 211 S.TH • STREET • v �. Bvoel � 9 ueu � e err I ICIryNQBHi,AND-• X91®le)t WA Itlm 867* ' TRADITION NA E OS D R.QR.TRANS EPEE IOW ERfif•IIP'T•RA SECURITY 14/H SHOAT/NORTH, INC. DRIAt EXECUTIVE Homza MLE DDRE5S: 3042 ijspLAUAD$ .INVENTORY CR DITOR NAME: � INV gonOB&TIO)1 E 1 ADDRESS: gINANCZ- st' 0' KAU3T"STREET SUITE '100 SECTION MANUFACTURER SCRIAL NUMBEII 00, P.9 OLF}gMF:CtL . t TRANBP@R7t-q-�iE; 9Qta9TATn,o n� 1RAN8PORTEIT ADDRESS: 76630 2005 CA616. DEL R TRANSFEREE DESIGNATION: CHICO talatel CA [ClKNOXVILLE stptel TH I ICO INSIGNIA OR UUD IABEL NUMBER LENGTH INCHES �j ae 95973 t 21 37902 WIDTI4 WEIGHT INCIIEB POUNDS i .t r : UEBTINATION FOR UNIT DESCRIBED ABOVE: NAME Buavl Clt Blda ZI -t to" unaer penalty of niriury under Ina Lwe of li+e 81816 of Ce@oOda 1*01e IL"ve (eotaurq tryq.�nd gorrerj.. . Executed an 08/20/2004 q 1. • la • - IlY) ICowuy.J I SIONATURE OF AUTHORIZED AOCNT; QjBi818l�jJ�l: ORIOINAL (PINK) FORWARD TO THE INVENTORY CREDITOR. UNLESS THERE 18 NONE, T14EN FORWARD TO THE PURCHASER 1DEALER OR TRANSFEREE). COPY I (WHITE) FORWARD 10 ME DEPARTMENT AT P.O. BOX 1878, SACRAMENTO, CA 05812.1828, WITHIN FIVE I8).DAYR_QF RELEASE. _ MY Z.(YELLQpmq 0& Opz6A 10- OMPAr COPA IOOtDBNR0D) TO BER TAINED TiIE MANUFACTURER. ' 1' 'I r HCD 483.0 - Side 1 • (7/97) STATE OF CALIFORNIA r1t1SINFSS,'1'RANSPORI'A'I'ION AND HOUSING AGENCY DEPARTMENT OF II00SING AND COMMUNITY DEVELOPMEN'r DIVISION OF CODES AND STANDARDS REMSTRATION AND'1'rl'r.ING PROGRAM STATEMENT OF FACTS This unit is a: Ea Mobilchomc ❑ Ccnnmercial Coach ❑ Floating I tonic ❑ Truck Camber Decal (License) No.(s) I Tnule Name FLEETWOOD HOMES OF WA, INC STONE CREEK 766-3G I/We, the undersigned, hereby state: Serial No.(s) W AFL431 AB/C 1863 9 -SK 13 Dealer Report of Sale #. The Above Described Unit Has Been Placed On An Approved Foundation System in Accordance With 18551 A Of The Health and Safety Code. 1/We further. agree to indemnify and save hannlcss the Director of Ilousing and Community Development, State of California, and subsequent ptn-chascrs of said unit, for any loss they may suffer resulting from registration of the above-described unit in Califonlia, or fi-om issuance of it Califilrnia certificate of title covering the same. 1/We certify under penalty of perjury that the foregoing is title and correct. Executed on 08A9/04 at CHICO CA 95973 (Date) (City) (Stale) lures) Address349__FSPLANA E Prinled narnc(s) : JUDY NETTLES: City. CH CO , State CA 95973 IICD 476.6 (REV 12/00) RFCORDING. RFQtiESTFU HY Bidwell Title & Cscrow Company AND 11'IIEN ItPCOItU[iD MAIL TO `2'11r Timmothy <v-, Carmen Besser Steed .,ddm, 1550 Besser Court Chico. Calif. Cfi.Swr 95973 Zy Or&rNo. 2I 7SO6L -001 C::EIPY of Document Recorded 28 -Sep -2004 2004-0059766 Has not been compered with original BUTTE COUNTY RECORDER SPACE AI)C)VE THIS LIx\E FOR RF,CO)2DER'S USF Parcel No. 006-0'00-.014 CORRECTION DEED TI -IIS FORM FURNISHED BY BIDWELL TITLE , 1=SCROLV COMPANY The Undosi ned Gramor(s) Dcclare(s) . ❑ City/Town of Documenta.ry Transfer Tax is $ O Unincorporated Arca ❑ computed on full value of interest or property .conveyed, or ❑ full value less value of liens or encumbrances rcmainina at the time'of sale ❑ Monument Fee ofSI0.00 FOR A VALUABLE CONSfDLRr\TION, receipt ofwhich is hereby acknowledged, Timmothy J. Besser and Carmen K. Besser who aquired title as Timmothy J. and Carmen K. Besser, Husband and Wife litrebyGRANT(s) to Timothy J. Besser and Carmen K. Besser, Husband and Wife as ,7.oint Tenants the following real property in the O City of p Unincorporated Arca County of Butte, State of California: SEE EXHIByr A ATTACHED I°IERETO AND MADE A PARTITEREOF t armen _ir~•naEny v . maser f �tha1��, � 1 ILAN� K. Jr, C.: Document Date: Auoust 25 2004 Siwc of Califomia Couniv of SS. On- --....._._...................... appeared ...._.._..,_._ _ ._ q-arl-Oy before me, the undersigned.., a t��otiiry Public in and for said County and State, personally �.-MMt7�3 u -C _ e < < . — _ � /1 , r Personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose namc(s) islare subscribed to the ,.within instnrmcnt and acknowledged to me that he/she/thcv executed the same in hisAier/thpir authorized capacity(ics), and that by fiis;rtterithcir signaturc(s) on Elie instrument the Person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my lVad-tnd official seal. Signature MAIL TAX STATEMENTS TO: FOR NOTARY SEAL OR STANIP S. AMBROSE COMM. if 1295163 RIC011111n. NOTARY PUBUGCALIFORNIACOUNTY OF BUTTE W Expires Feb. 24, 2005 Order Nn. 2178061- -001 EXHIBIT A T'HE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: t 'ALL THAT CERTAIN REAL PROPERTY SITUATE INT.I[:E COUNTY OF BUTTE, STATE OF CALIFORNLA, DESCRIBED AS FOLLOWS: z" PARCEL I: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THC RECORDER OF THE COUNTY OF BUTTE,. STATE OF CALIFORNIA, ON SEPTEMBER 22,1976, IN BOOK 59, OF PARCEL MAPS, AT PAGE 1. RESERVING THEREFROM A .RIGHT OF WAY FOR ROAD AND UTILITY PURPOSES., AS SHOWN ON TILE ABO'D'E DESCRIBED PARCEL MAP. AP NO. 006-660-014 PARCEL II: A RIGHT OF WAY FOR ROAD AND UTILITY PURPOSES OVER THE SOUTHERLY 60 FEET Or THE NORTH 950.00 FEET OF THE WEST HALF OF:LOT.1.0 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "HOLSER TRACT, NEAR C.IHICO, BUTTE CO., CAI,." WHICH MAP LAVAS RECORDE'D IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 9, 1913 IN BOOK 7 OF MAPS, AT PAGE 6. PARCEL III: A RIGHT OF WAY FOR. ROAD AND UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL NIAP, FILED IN THE OFFICE OF THE .RECORDER,. COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 22,1976, IN BOOK 59 OF PARCEL MAPS, AT PAGE.I. PRELIMINARY CHANGE OF OWNERSHIP REPORT To be completed by transferee (buyer) prior to transfer of subject property In accordance with Section 480.03 of the Revenue and Taxation Code. A Preliminary Change of Ownership Reportmust be filed with each conveyance In the County Recorder's office for the county where the property is located; this particular form may be used in all 58 counties of California. THIS REPORT IS NOT A PUBLIC DOCUMENT SELLER/TRANSFEROR: BUYER/TRANSFEREE: Timothy J. Besser ASSESSOR'S PARCEL NUMBER(S) PROPERTY ADDRESS OR LOCATION: 4550 Besser Court Chico, CA 95973 MAIL TAX INFORMATION TO: Name Timothy J. Besser Address SAME AS DEED NOTICE: A lien for property taxes applies to your property on March 1 of each year for the taxes owing in the following fiscal year, July 1 through June 30. One-half of these taxes is due November 1, and one-half is due February 1. The first installment becomes delinquent on December 10, and the second installment becomes delinquent on April 1:0. One tax bill is. mailed before November 1 to the owner of record. IF THIS TRANSFER OCCURS AFTER MARCH 1 AND ON OR BEFORE DECEMBER 31, YOU MAY BE RESPONSIBLE FOR THE SECOND INSTALLMENT OF TAXES DUE FEBRUARY 1. The property which you acquired may be subject to a supplemental assessment in an.amount to be determined by the County Assessor. For further information on your supplemental roll obligation, please call the County. Assessor at (530) 538-7701. PART I: TRANSFER INFORMATION Please answer all questions. FOR RECORDER'S USE ONI V YES NO ❑ ❑ A. B. Is this transfer solely between husband and wife (Additibn df a spouse, death of a spouse, divorce settlement, etc.)? Is this transaction only a correction of the name(s) of the person(s) holding title to the property (For example, a. name change upon marriage)? ❑ ❑ O O C. D. Is this document recorded to create, terminale, or reconvey a lenders interest in the properly? Is this transaction recorded only to create, terminate, ❑ ❑ ❑ O E. F. or reconvey a security interest (e.g. cosigner)? Is this document recorded to substitute a trustee under a deed of trust, mortgage, or other similar document?. Did this transfer result in the creation of a joint tenancy in ❑ ❑ ❑ ❑ G. H. which the seller (transferor) yemains as one of the joint tenants? Does this -transfer return property to the person who created the joint tenancy (original transferor)? ❑ ❑ Is this transfer of property: ❑ O 1. to a trust for the benefit of the grantor, or grantor's spouse? 2, to a trust revocable by the transferor? ❑ ❑ ❑ ❑ I. 3. to a trust from which the property reverts to the grantor within 12 years? If this property is subject to a lease, is the ❑ ❑ ❑ J. remaining lease term 35 years or more including Mitten options? Is this a transfer from parents to children or from children to parents?. ❑ ❑ O K. L. Is this transaction to replace a principal residence by a person 55 years.of age of older? Is this transaction to replace a principal residence by a person who is severely disabled as defined by Revenue and Code. Section 69.5? If you checked yes to J, K, or L, an applicable claim form must be filed with the County Assessor. . Please provide any other information that would help the Assessors to understand the nature of the transfer. IF YOU HAVE ANSWERED "YES" TO ANY OF THE ABOVE QUESTIONS EXCEPT J, K, OR L, PLEASE SIGN AND DATE, OTHERWISE COMPLETE BALANCE OF THE FORM. PART 11 HER TRANSFER INFORMATION A . Date of Vans er than recording date B. Type of transfer. Pleas_Fthee4zo2ropriate box. ❑ Purchase ❑ Foreclosure ❑ Trade or Exchange ❑ ❑ Contract of Sale - Date of Contract O Inheritance - Date of Death ❑ Other: Pleas n: O Creation of Lease ❑ Assignment of a Lease Date lease began Original term in years (including written options) Remaining term in years (including written options) C. Was only a partial interest in the property transferred? ❑ Yes ❑ No Merger, Stock, or Partnership Acquisition ❑ Termination of a Lease If yes, indicate the percentage transferred % ------` PRELTMIF4)1RYCFfARGE O-FO-VVNERSTfIP R-EP0-R -- Please answer, to the best of your knowledge, all applicable questions, sign and dale. If a question does not apply, indicate with "N/A." i PART 111: PURCHASE PRICE AND TERMS OF SALE A. Ca DOWN PAYMENT OR Value of Trade or Exchange (excluding closing costs) Amount S B. FIRST DEE TRUST @ % interest for years: PymLs/Mo.=S(Prin. &Int. only) Amount S O FHA ❑ Fixed Rate ❑ New Loan ❑ Conventional ❑ Variable Rate ❑ Assumed Existing Loan Balance ❑ VA All inclusive D.T. (S Wrapped) ❑ Bank or Savings & Loan ❑ Cal -Vet ❑ Carried by Seller ❑ Finance Company Balloon Payment ❑ Yes 11No Due Date Amount S C.: SECOND DEED OF TRUST @ % interest for ye Pymts/Mo.=$ (Prin. & Int, only) Amount $ ❑ Bank or Savings & Loan Fixed Rate ❑ New Loan ❑ Loan Carried by Seller ❑ Variable Rate ❑ Assumed Existing Loan Balance Balloon Payment ❑ Yes ❑ No Due Date Amount'S D. OTHER FINANCING: Is other financing Involved not covered in '(b} or (c) above? ❑ Ye No Amount S 0 E, F. G. Type. .@ 1 7/6 interest for years. Pymts./Mo .= S 'n. & Int. only) ❑ Bank or Savings & Loan ❑ Fixed Rate ❑ New Loan ❑ Loan Carried by Seller ❑ Variable Rate ❑ Assumed Existin an Balance Balloon Payment ❑ Yes ❑ No Due Date Amount S IMPROVEMENT BOND ❑ Yes ❑ No Outstanding Balance: Amo TOTAL PURCHASE PRICE (or acquisition price, if traded or exchanged, include real estate commission if paid.) Total Items A through E $ PROPERTY PURCHASED ❑ Through a broker ❑Direct from seller ❑Other (exolaln) rtify that the fore oing is rue, correct and complete to:the best of my knowledge_and,belief,_. -- Signed l Dated OWN COR RATE OFFICER Please Print Name of New Owner/Corporate Officer Phone Number where you are available from 8:60 a.m. - 5:00 p.m. (NOTE: The Assessor may contact you for further information) If a document evidencing a change of ownership is presented to the recorder for recordation without the concurrent filing of a preliminary change of ownership report, the recorder may charge an additional recording fee of twenty dollars (S20). If purchased through a broker, provide broker's name and phone number. Please explain any special terms or financing and any other information that would help the Assessor understand the purchase price and terms of sale. PART IV: PROPERTY INFORMATION A. IS PSkSONAL PROPERTY INCLUDED IN PURCHASE PRICE (other than lehome subject to local property tax)? ❑ Yes ❑ No If yes, enter the value ersonal property included in the purchase price S property). (Attach itemized list of personal B. IS THIS PROPERTY INTENDED AS.Y INCIPAL RESIDENCE? ❑ Yes ❑ No . If yes, enter date of occupancy ' / or intended occupancyMonth C. Day Month TYPE OF PROPERTY TRANSFERRED: Day' Year ❑ Single-family residence ricultural ❑ Multiple -family residence (no. of units: ' . ❑ Timeshare ) ❑ Co- your -own ❑ Commercial/Industrial ❑ Condominiur ❑ Mobilehome ❑ .Unimproved lot ❑ Other (Description: ) D. DOES THE PROPERTY PRODUCE INCOME? ❑ Yes ❑ No E. IF THE ANSWER TO QUESTION D IS YES, IS THE INCOME FROM: ❑ Lease/Rent ❑ Contract ❑ Mineral Rights ❑ Other- Explain: F. WHAT WAS THE CONDITION OF PROPERTY AT THE TIME.OF SALE? ❑ Good ❑ Average ❑ Fair ❑ Poor Enter here, or on an attached sheet; any other information that would assist the Assessor in determining the value of the property such as the physical condition of the property, restrictions, etc. rtify that the fore oing is rue, correct and complete to:the best of my knowledge_and,belief,_. -- Signed l Dated OWN COR RATE OFFICER Please Print Name of New Owner/Corporate Officer Phone Number where you are available from 8:60 a.m. - 5:00 p.m. (NOTE: The Assessor may contact you for further information) If a document evidencing a change of ownership is presented to the recorder for recordation without the concurrent filing of a preliminary change of ownership report, the recorder may charge an additional recording fee of twenty dollars (S20). h RECORDING REQUESTED b ; Order # AND WHEN RECORDED MAIL TO F Lo 'RCb4013—dICb74g93 Recorded Official Records County BUTTE Of CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:05AM 27 -pct -2003 REC FEE 10.00 COPIES 2.00 Kathy Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER'S USE AP# 0 01, - 0_ p 1 q Gift Deed THIS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY IN CONSIDERATION OF THE LOVE AND AFFECTION which the grantor(s) bear(s) to the grantee(s), Floy,c-- T do (does) hereby give, grant and convey to �..1 - Gl.h Q the following described real property in the County of State of California: c c -D o,+ State of California CountCounty of SS. On y a�� before me, the undersigned, a Notary Public in and for said State personally appeared (This area for official notarial seal) personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s&mubscribed to the within instnunent and acknowledged tome thatthey a ecuted the same in hWath* authorized capacity(jes), and that by hist flmk6ignature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument. WITNESS any W and official seal. Signaturkz(.—.! 1 MAIL TAX STATEMENTS TO STE•DED-06 500 (6/94) .E. COMM. # 1289743 �' IMI Pueuc-cwf,aela COUNTY OF BUTTE Oomm. Explroe Jeo. 7, 2005 %3 �tcghvax, •ate..,.._ _.. BUTTE Comm i The Ment 1/4 of Lot 9 and the East 1/2 Of Lot 101 the East 1/2 of Lot 11 and thn West 1/4 of Lot 12 of the Noaler Tract, near Chico, Butte Co., Cal. according to the Offic3al.Map thereof, recorded,in'the office of the Recorder of the County of Butte, State:of-.California, May 9, 1913 in Map book 7 page 6. T0GETliEi*.Z*TFt• a' right of way for j`ead .and utiUity purposes over the Southerly. 60. feet of the North 950.0 feet of the Kent half of - Lot:.. 10 'is•.;al4awn on that- certain Map entitled, "Holler Tract, near Chid* 'Butte'Co.i'Cal.0 which Map was recorded in the office of.the.Recorder of the County of 5utte, State of Calif— ornia;.on May.9, 1913.in Book,_7.'of. Mape, at page. 6. NOTES RESIDENTIAL. {, PERMIT NO. C6C6-660=014 :__ .,_�. �04-2452,,., • �• BESSER, TIM & CARMEN I. 4550 BESSER CT, CHICO t Cont: EXECUTIVE HOMES_ `+ NEW MH PERM FND' 7,1 i THE HOD FORM 433A FOR THIS MH CANNOT BE RECORDED UN= ONE. OF THE FOLLOWING HAS . BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). t (2) STATEMENT, bF FACTS (ONLY ON NEW MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S����'a SPECIAL CONDITIONS' -CHECKED, w t BY SRA FLOOD CERTIFICATE REQ. �FIRE8PRINKLERS REQ. I SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS�a, y ' • - � i +OFFICE COPY . ` • • i Address C �r Meter y— Date r ELECTRIC Meter By Date Address I 1 1 GAS - *�-• Meter By Date ELECT C Met r By Date 1a _ if JOB FINALED (D�tq s x I - t Signature }r 0 = Not OK . = No ReadyApplicable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Z. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B -J/ Date Card B-1 Date MOBILE E INSTALLATION (Plans) OK except #'s 2eFoo Size -Spacing -Marriage Line aH Test -Demand -Valve -Connector ectricit •.MH Test -Crossovers -Breakers -Clearances 5. Connector Connected -C/O to Grade -HD Cert. k 11. Cert. of Occupancy Date _/ � (9 Card B- . Date Card B-1 Date �-r Card B-1 Date Card B-1 Data / ,ERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements Ow 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged - 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 WR?c03S I+ i ?,�3 9 � �1H2�7 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails t 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining J 4. Elec.; Receptacles and Lighting, Distance-GFI i 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test i 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date 73. Card B-1 Date Card B-1 Date 74. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 24. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 25. Elec. Receptacles Spacing -Lights & Switches at Doors Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Size Boxes & No. of Conductors Stapled Plb.; Elec. & Mech. Equip. Listed for Location 27. Romex Installed Close to Edge of Studs & C.J. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No Clearance Looked under Floor 0 Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive D Yes O No/Walks D Yes D No/Planters D Yes D No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish , 34. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 90. 36. A.C. Ducts Insulation & Support 91. 37. Vent Fan, Exhaust above insulation 92. 38. Condensate Drain & Overflow, Size & Grade 93. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 94. 40. Attic Access & Plafform if Furnace in Attic Date Address Posted Card B-1 Date Card B-1 Date Fire Sprinkler Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive D Yes O No/Walks D Yes D No/Planters D Yes D No 84. Stucco Brown -Finish , 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netkdds PERMIT NO. BP042452 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/27/2004 APN• 006-660-014-000 the Business and Professions Code, and my license is in full force and effect. License Class: Lice eNumber: �0 3 Site Address: 4550 BESSER CT CHI Date:7 Contractor. Map Index: Description: NEW MH PERM FNDN EX SITE OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BESSER TIMMOTHY J ETAL permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a BESSER CARMEN K signed statement that he or she is licensed pursuant to the provisions of 4550 BESSER CT the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA 95973-9730 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant•' BESSER TIMMOTHY J ETAL Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: EXECUTIVE HOMES not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 3042 ESPLANADE ❑ I am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95973 (530)891-6992 Date: Owner: License #: 640583 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carver ,m/b��r.��,Cs t�yrl d Z.c�S Total Square Ft: 2654 S.F. Policy#: PA) .3/% `� 3�0� Valuation: $172,510.00 Census Code: ❑ 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applica • WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of ��� g e) 4 5� compensation, damages as provided for in Section 3706 of the Labor ro4 ( • q code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Cady ancvor I hereby affirm that there is a construction lending agency for the Resolutions to o work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) �yy�" 8 27 04 Name: By: l Date: PERMIT EUIRES ON: tB •�7 5 Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection pu oses. Print Name: 1`fitr,L.E:.c/ t/ �/�� d/1 / Sig e: oil Date: ❑ Owner contractor 0 Agent for Owner 0 Agent for Contractor w BUTTE COONTY DEPARTMENT OF DEVELOPA'IENT SERVICES BUILDING PERMIT APPLICATION AND SUBMI'T'TAL REQUIREMENTS 24 HOUR INSPECTIONM OROVII.LE: (530) 538-7636 • CIIICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE IVILL .11E REQUIRED AT HALE OFAPPLICATION OWNER Name—, - Address CA5,150 u City Q t,.) � Slate . �d A- Zip 9,5qPhoned Address 3 a _ C s P L' . �D Fax E-mail APPLICANT NAME CONTRACTOR Name �7c e G )A Address C qo- - .1E S Address 3 a _ C s P L' . �D City G� State c-0 I Ztp97s-`i.) 3 Phone _ Fax g9 1- g7 S 3 E-mail Stale License Number Llc.f� "I o S j: Cla,ss 'i APPLICANT NAME ARCHITECT/ENGINEER Name City �o Address SRA City Fax �.S 3 !!(a 7=47 Phone Name II -- Fax E -mall t # Stale License Number APPLICANT NAME Name E Address 3 7 'C- s P t, A ,•, -el c City �o Slate C --A SRA Phone �g 1-b`i`1.L Fax �.S 3 E-mail rxHcC'\_0 A t,. r -ET AN! For office use on / AP# �O / _ Co D _ O I Cf Zoning Flood Zone o S SRA Yes ao Occ. Carrier Type Const. Subdivision Name Name II -- Map Book 1PageT t # Planner Dale Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc J PERMIT NO. BIN # LOCATION, / AP# �O / _ Co D _ O I Cf Propertv Address Cross Street 4d o S �• WORKER'S COMPENSATION Policy Number /1/ 3i6yo�302 Carrier If hiring anyone other Than Itcense contracto�acertf/76ata of worker'scompensation must he shown at the time of suance. LENDING AGENCY Name II -- Address �A a � 0 p_ 1 0 Y) Description or Scope of Work: . V KJ & Sq. Footage 2fo5 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after [lie date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by (lie person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Page 1 of 2 REV 4-30-04 ;. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive; Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR `5-�- j PARCELNUMEER Proposed Building Use: �v" '�� Counter Technician: Date: LL,� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in orde�to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes q() Data sheets and installation inst31Marriage line infoy(�Floor Plan, ]D,Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these* must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. . ❑ 22. City of Chico Plumbing permit........................................................................ D 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use: 6!r(B)Parking: (C) Parcel Check:Z�c 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... r ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization ...................................... :............................. 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance.........:..................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restrictioo....................................................................................... , ❑ 37. ]'Grant Deed_dkH. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. er: t� 39. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: �'--�� .�-eGC-�2-�-�--ao 1. Index permit applicationlforche above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, ow r w advised of the �hov da a b phone, ❑ mail, ❑ count r, by Date: Plans reviewed by: Date: b . . Plans approved by: Date : o Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division V - E.H. u3E ONLY Piot Plan Attached Rom Plan A Soul to 8.0 . TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 4 ,5,sb eS5ifv- G�, Owner location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Wel Clearance for dvveilirrq. Other 3 � o�r�-r� /� �`7 Hold final for: Final clearance O.K. for: NOTE: ��L i's7, n� /11* Environmental Health Specialist Date 8/96 COUNTY OF BUTTE -'' DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965, TELEPHONE (530)538-7541 C(`iiF.iliTi.F. f)F RF.(`F.iPT ()F FF.F.0 OWNER PROPROSED BUILDING USE 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES G c_a (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) r Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. A.P. # (JO(v -&6?.D -OW, DATE RECEIPT # DATE REC. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. +A5. RECREATION DISTRICT FEES Cep b Z (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $09M aid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid, at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) School Disttict ,�� ' .,y.(ti __ � w.ae�;,.... ter. ,� �..r- ,c;r�i..,y7�s-�'."v`,i*x+yr. �iry :•,iii � BUTTE COUNTY SCHOOLS IMPACT FEECERTIFICATION FORM. (One form per Building) 1 f. C_ O Building Department No. A.P. Number r'o . �, O. O 1d4risdiction: E=3 City County Property Owner E 5 5 C Ia_ � Property Location/Address .4-6 5 b 55 E Subdivision Lot No. Residential Development Q Q No of. Living Mobile Home Units Installation Commercial/Industrial Q New It - Addition 3P a4z45�. Sq. Footage 34c:� 54. Addition/ 'Supplemental to (Group R) Conversion Permit # *(No foundation inspection) :......................................................................... ................._ ...: Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) District Identification, No. School District certifies that A (Street Address) A A - (City) has complied with the requirements of Resolution No. representing � S square feet. School District Representative Sq. Footage i (Including Exterior Roofed Areas) a5•a4 (Applicant) 8i/ to9rl .22— (Phone Number) A (State) (Zip Code) by payment of $ �/� 2926 _ FULL MM' GATION Date Paid by Check # % Remarks: ri G°(✓( In Notice: You may protest the Imposition of the fess Identified above by submitting a written protest to the District. In compliance with Government Code Section 66020(a), within 90 days from the date hes aro paid. Failure to submit a timely written protest will'prohlbit you from chat"Ing the Imposition of the hos in any court action. K, subsequent to the School District Represontative signing this Butte County Schools Impact Fee. Certifiation Form, the School District Is notllMd by the applicable Local Planning Agency that this project is being rsvlswsd under the California Environmental Quality Act (CEGA� this pojsct may be subject to additional school fess to fully midgate.1ts Impact on the school dbbW% schools. -- _- White (applicant), Yellow (building department), Pink (school district) feeformads (10/03)dmm �.....�.+ .,,,,,,rt.,.>n►vVY�i..i..t`.......',WI-•w-.rv,.:...-hwr u. t'!Tyst'ins BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM a CHICO.AREA RECREATION AND PARK DISTRICT A§sessor Parcel Number(s) ��� ��� • a /4 Property OwnerE�St� • Project Location/Address Subdivision Lot Number(s) Total Number of Dwelling Units Residential Development: (check one) New Development Alteration/Addition Mobilehome(s) Demo permit issued (Date issued ) Verified by Building Department Records Verified by Assessor Department Records Non -Residential to Residential. Mobile home replaced Comment: Build g Department Representative Date Chico Area Recreation and Park District (CARD) certifies that (Applicant Name) (Phone Number) (Street Address) 7.3 y (City) " (State) (Zip Code) r ' has complied with the requirements of Butte Co. County Park Facility Fee pursuant to Section 16- 33 of the Butte County Code, Resolution No 5.02 effective August 23, 2004. Payment for w Iling units @ $1,880.00 per unit, for total payment of $' CARD Representative D to PAID BY CHECK NO. BANK NO. =' PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD F.\ ... \parkfee.frm (Revised 7/30/04) REMARKS: Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. f) ;i SITE PLAN*REVIEW APPLICATION Date: cL AP# 566 60 nY , Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: �' > Owners Name: ' Owners Address: Telephone No.: Situs Address:��� Proposed Use: ; • Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel Mobile Home ` Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) _ ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial • ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE, DEVELOPMENT SERVICES INFORMATION (For Staff Use) M Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval go Sit lan Stamped Approved By ( Date ) ��_� Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: 03200 Index Date: 2 0 - oz)r t/ ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------------------------ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: nA'K 0 2. `j &-1 -' 0 FC Applicable Building. Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front , P Side Side Street Rear l/ Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 i Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑. NCSP/CSA 87 ❑ Chico Urban Area - Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement r ❑ North Oroville Area ❑ Other (per map)' ( * Check with school district to verify actual fee if pie -application review. A final determination will be made at the time of the building permit. Parcel Created By Oaeeds: Date of Creation: Legal Access Provided: ❑ No Deed of Reference: Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:[-] No ,❑ Yes Commnnents: � ��eP`� e,: -,l I W -q &/e kf i Sfu�" cy ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal t ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger - ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required -by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 JE Subdivision Map/Parcel Map: Map Date of Recording: Lot: q` 1 �' %� 2 Book: ❑ Use Permit/Minor Use Permit Permit Number: 5e� Date of Approval: Page: I Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed *in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. ' Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services,. Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. ❑N is Page 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. i CALarryAhilding Permit Site Plan Reviewl.doc Page 5 of 5 O�QPR��T O.c � . 0.1, o Department of Public Works 0 0 C o u n t y o f B u t t e 0. 0 O 0LAND DEVELOPMENT DIVISION J. Michael Crump, Director O 0 Storm Water Management Program C' y 7 County Center Drive Oroville,CA 95965 AUC WOa� (530) 538-7266 (FAX) 538-7171, National Pollutant Discharge' Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREl Project Description: act w Project Location and/or Parcel Number: le— By signing below, I, the project owner/owner's agent, certify that this project'WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: c t r -A Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/12/04 :t Building Permit Number: 04-2-gS2- Owner Name: je S sO Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements:. 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). �. 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. U s �t Page 2of 2 • Building Permit Number: Owner Name: r� ,e Parcel -ties within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of 4 feet from the side and tO feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. == = Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. rl k 17, le - H O M E S :-• •• :. • � • - - h,_ , � ONE! I:i:lS� �iaC::i:iCCml:i::•� .aii�. mm�.uuuuouu.uuuu ossa f. ••••••••.••• �m!!!!!m!Cll�mlG;, �.�....mmr..el... i.r.rrr.r.■ ■r.rmammal fuuu■ ■unser■ ■...■ ■■ ■.■ .■ ■.■au■ � i■u..ir.ii.•.»��••�•u.rui uuue■ uuearr uuuru.�uum uuuu uu.... u■■uua. uuu. uu.a..a■ u.un Ilmm!lmmmmlmmmmmlmmmlm.BEDROOM uuunn uuur uuuu.u.u�-.uu■. - uu o auuou.u.ur.ui uu.a. u■■u■euuuu...... uuuuuuunuuuuuouur ........... ......................r.......r r sn...uu irun:uu.Cumnr:n:rirrC.i 9 FAMILYROOM nrC:ur:C:rnui::u:r::m:u6l --- -- - --- ®PEX SHELF m -- SHELF yW WALLS W/ R RETREAT � I I .r MASTE DINING IWALK-IM AREA I I :mB96" 2?E ►� I;;Se, I U!ES :----1C !� .N BE LIVING ROOM •.. ■r■■■■�■..■ ■ 1 12-0 X72- IZ-I'X 1217' NO r now .. i`u: i:r..: i Il:rlirlimrr r iia•r:::i:'i:::::ii�li ■.r.rr..rrrr rr. womomm ONE ..... ..... • ■:ura�:nur:: • • dam. � ' INr��l 1li0rJ1 • 1. Owner's Name: i yYl 2. Assessor's Parcel Number: t��—�(d)C_ 01 j 3. Installer's Name: GiC �t��t-L�1ye. 4. Is the site currently under pern►il'l Yes[ ] NoNA Permit No. 5. Is (lie site an existing site`l Yes [ Nu[ ] (Ifyes, ti►rnish two plot plalts). G. What is the electrical rating of the m(.)bilehor►re7 Amperes. 7. What is (lie rnohilelronle site circuit hrcalcer rating? 1 SQ Amperes. 8. Wlrat is (lie electrical rating of the nwI)ilehon►e site? Amperes. 9. Is the main service remote from the r►rchilehonie site? Yes[ ] No[v ] If it is, what is (lie rating? Amperes. 1.0. Is there any other electric feud to he served by the tnul►ileho►ue site electric service (i.e. well, garage ctc.)7. Y(sS V Nr►[ I If yes, please ideltlify (lie load and size: a) The mobile home site: Load- Amperes - b) '"he ►vain service: Load- e,q.(L_,µ We I �,,� Amperes- 5`01 3 0 1 1. Tylie of gas service at mol►ilehon►e site: Nalrural[ I 11r4)paIIeV ] Nolte[ ] 12. Size of gas pipe at the niohilehon►e site lion the meter or tank: 3) --�' inches. 13. What is the gas pipe lengtl► fi om (lie meter or lank to the nrohilehonre'l 47- (11.), 1'l. What is the mohilehontc gas demand'l D.T.U. *(Phis information is not required if the pipe length is less than G feet on natural gas or less than SO feet on propane). '1'II1� O"I'IILIt 51.1)L: O1r "1'1115 FOltryi mU5'1' ju; COMPLETED IN Oltl)EIt'1'0 PROCE,55'I'11IS I'I Itllll"I'Al'I'I.,ICA'i'ION ELECTRICAL, MECHANICAL, AND PLUME NNG COAs -f -RUCTION ( NOT PLAN CHECKED ) SHALLCOMPLY WITH H CURRENT' EDITION ION ( OF NEC, UMC AND UPC. May 1995 8.5 :is<:i`;:f;>::<::S:;i2;:;? i:i;:%:.:�>:. <• ::1�:11y::%:r�i:r;. � ;; .. I�Ighilehonle iVlanufactorer�(�O [� lmudilclure Year: If other than single wide, fill Wish etModel ldorllher: ' Width: � Ct. Len �lh:��� — ?�� ( ) g X11.) ,fagalong or Expando Size ,..� .(n ) 0►1 all nlobilehonles nuunlluclurC s►Iler Ocloher '/, 1973, liunislinlanrlfaclurer's installation nlanoal alld silllcloral selup slieels. FOOTINGS Wood pressure Irea(ed or luondalion gracle{>CJ .011ier: SO['1'Oli'I_S.; Concrete hlocic� 011ier: Provide Tic INIVII Specifications fur 1111 119u1►ilehuoles: SINGI.IS 1VI1115 Line 1 ► III.Ine 2 \ — Jim 2 1 Llne I ► Pier Foolillp Sizes alld.Lot.11liio l NInfn ncnnu ................. ........ -,*---,-* .... *- ... **'*'**'* Lille I Miers: Size n►ininullll: PLIx t Spacing Inaximl W $' o From ends-nlaxinulnl, { 1____.I.Ine 1 Line I Opelliligs Size luinilunlo:) Each side of openings ,_ x with xvidih ovel Line 2 Piers: Lille '1 Piers: Size nliniirlulu: [ '1 1 x (Zy ] Size minimum. 'L`1 ") X y Spacing nlaxinrinll: 7e " Spacing Illaxiolonl: J6 v ,; '10111 CtIIIS-111ax111111ill: _ I ' Flom ends-Illax11111111V ' Q Linc 3 Hoof I.,uuds: VX30 Size nlininullll Location (fionl front): 12Y 30 34,x-3 „ , t`Ix3o 1 Lc"3a 1, Line 5 Roof Loads: itaC-N to Size Inininlunl: 12y3a 3. (� �yx3o ►2,,30 Location (fionl front): �' y' SS'5'W, 6S' OVEAt BUTTS COUN I RUPBLDILINIG DEPART T A V Ju1-02-2004 01:07pm From -FLEETWOOD HSG GROUP 9093513724 T-528 P.001/001 F-988 —,J APPROV SEAL � SHEET OF Q�pf�SSIpN p �l FLEETWOOD ENTERPRISES, INC. BY DATE F DESIGN LOADS G• �� �'s'Y 3125 Myers S`., Riverside, CA 92503-5'S27 909) 351-3500 LIVE. PSF DEAd PSF No.0 0123 m v SECTION ,//r/���%%Jri WIND PSF * ,�r0. / P.,05 V • TITLE M � J`in.6 L. "✓l'_ )91114 'S ME$$ INCREASE OF AL CMI. _a��� FOR POST try •'� 4 X 10 BEAM (8PF 102) 11,700 LBS. MAX. LOAD 4 X 12 BEAM (SPF �Ct) _ •'��4Yy; �.' • D WEDGES .. .. .. nC '•sem S •' BLOCK SEE TABLES FOR TO BE USED WR►f: CAPACITIES • 72—X'y4�N... .. ._ ... _._. ol BUTTE COUNI:It.p c I -REV.1 DATE BY I COMMENTS REFERENCED ENGINEERING PAGE NUMBERS CALL. NO. Aadw Rev. 100.4.002 MOB Pe:,nmeter Blo"-C� ing 0-lKk aD 6- q, L . J-1 --- W-C SIE NOIE 3'-4• 6'-0• 3Y-5' SEE NOTE 2 6'-11 1/4' B'-4 3/4' 24-Y (SEE NOIE 02) O7 SAFETY ® 4 EJ1 55 luiDE OE OF TAPE FLOOR O� O O O O V7T (SFE NOTE #2) 5 -4' a r/N 4 5 5 i 1 � `--- - 5 1 2 8 � -- a NOTES; O 1 4 i o F PNCE $ 1. chis floor plan mq be bait n m mroct SAFELY l)kll BEDROOM 5 5 �i 2 Ac4d s awl � � has been YAC RACK 250.1 SO. Ff. ITEC CNEN i=eosed per a oonFig�rotron. 4 � 5` __ i __ 1 ' , ai 2 1 0 ----- - r i -- ` FAMILY ROOM MIN. 30f ILL, 1 PIER ' MAX DL - a 44 HT ' 4_ 436.6 SO. Ff. 3 } LOADS o TRIB POST WZ1 a �r LBS LOAD 11 NO. F % 6 6 6 `.`':9ti i PANTRY PANTRY PIM SHEV i i i i 3 1300 1 7-0' B 33 � l ----- J L --J 3 A l -4 1 6300 2 33 6 6 RAG ) 8 9'-8 1 5 i It O 11300 3 B 18'-10 3/4• 9 RETR O 6 1�� 6 it PAM�• � 10700 4 B 17-9 7/8' 9 179.7 SO. Fr. i ; ! _INING "VLQ ROOM p - - 3 176.3 SO. Fr. 03 8300 5 B 13'-9 1/4• 7 ----------- ' , 4400 6 B 7-2' 33 H 6 --- _ 6 -- ----------------------- 7 ; " 3 6 A L y 1300 7 C 2W 33 3 UV;- z, 1 0; s a: 1300 6 B 2-T 33 0 C Ix ---_ B 9'-8 1/0' 6300 9 5 F 'i 1 ```` �� — — — O3 9 10-4 1 33 10900 oC to -3 t/4' 9 1MNG ROOM T IL ' 293.3 10900 1 B18'-1 7/8• 9.0O p 151 50 1 i ATH B DOOM ts5a�so Fr. 3 8600 2 c 14'-4 3/4• 7 4 o O B -10 4200 3 C 6'-2• 33 4 19 �`-� '- © O . �s O O O 1300 4 C. 7-0• 33 2 -8' , 2 -8• -O 0 1 2• 3 1/2' 2 -9 1 4• - 5 8'-9 3 4• / 2. KAM STANDARD N0. SIZE DESCRIPTION G N0. SIZE DESCRIPTION GVENT Q SEE am. ciL wm LEGEND: ® $ � r: FUTURE m TTF�OSW ® oaFAusT a 1�1 FAN 0 ❑ 1 ®NOB SOEIECIOR RAG NAM MEM NR NECP� 4 x 10 MYp AR SUPPLY AU 7V = SNFARML s1rPPa1:r POST RETURN AR GRl1E FUFrWOOD � � WOODLAND - 31 FLOOR PLAN Q13' -4•i66'-8• ®IS -r C-' (c)Is41w-r SHT 1 �F 1 36' X 58' V. SUDER 11.8 5.7 A 36' X 80' HOUSE -- -- 3 46•X58• Y. SUDER 15.5 7S B 32' X 80' 110115E -- -- 4 24' X 40' V.K SUDER 4.8 ?Z SIMB LIE DRAWN BY. SHAUN STONECREEK 7663G REV 5 30• x 40• K SUDER 6.0 32 DATE 6/28/01 7 46•X40• li Sl1DFR 9.9 53 19 12'X72•F170:0 4.6 -- 8 36• X B• F00D 1.1 - 18 6'-0• X 6'-8' S.G.D. SAFETY 325 162 SGI.E: 3/16•=1'-0• 8'-4 3/4' - UYINc R001� Im 1 7 M PT EGEND: D6 ROUM + .PAI+a a �WRI 4 33 X 10 TYPG AR WIPLY - ® Pi UK ,Mac V TV J)" 0 9BALL ❑ s<iP m POST RAG RETURN NR GRU.E -2" (SEE NM 12) 71'-0' (SEE NX 12) 1'-4' NOTES: I. This floor plan may be bust in an exoct mirror imoge about the kroh oris. 2 Actual sl*wwol tnbutmy length hos been inaeosW per offset design confiTxution. ELI] J MWI am �0. fT300 t 9 tr 33 r ,t 6300 A 2 B 10-4 1 g'-8'1/8- 33 1 5 011' y%y� 11 3 A'300 B 18'-10 3/4' 9 !� 10700 4 A 8 1Y-9 1/8' 9 h 03 SS 6300 5 © 13'-9 1/4' 7 4400 6 8 r-2' 33 , a 69 1300 7C 2'-0' 33 1300 8 B f-0' 33 ri f3 z 4 • 6300 9 B C 9 -8 1 10'-4 11i' 5 33 y. 10900 , 10 B C ta'-3 1/4" / 9 s3+11o'fi 109001 I1 B 18'-1 7/8' 9 3:)_ SS,"�' 8600 12 c 14'-4 3/4' 7 4200; 13 B 6'-1' 33 4 QTS gbI j1+30 .4 2'-0' 33 IG DEPS — ®Q s.. �h i ' A e 2 £aw . �-BEARING STANOJI M ` W606LAkb - M SNT 1 -Mrmu Ar- FLOOR PIAN OF 1 q)1r-4-x66'-8" ®ls-4-x6c-r pin -4•x66'-$' WB UNE DRAWN BY: St1AUN REV [11TE: 6/28/01 STONECREEK SWE: 3/16'=1'-0' 76636 l r Vector Dynamics, Foundation System 3: 2' INSTALLATION INSTRUCTIONS ' for the State of California r Version 9/x/2003 INDEX ------- PAGE RELEASE Approval SECTION LlANUFACTi1ReD nonit l NUMBER DATE Onrix 110mg, FOUNDATION 6YSTELI KHA1,111 AIND SAFETY CODE, mcrio71 1"31 INTRODUCTION 2APPROVED 9/2/03 GENER9/2/03 AL INSTALLATION 3 8UHJ9CTTOCORRHCTIONmWyMD PARTS LISTA"t0'VALDOBSNOTAUT11ORjzvOKAfPllOVEA' 4 & 5 9/2/(13 OUIPSION8 OR DEVIATION FROM REQIIIRE►1ENU LONGITUDINAL DEVICES G 9/2/03 APPLICAULU BTA7i1 LAWS AND RBOULATIoNS naa or aurU,,.la • PIER HEIGHTS 7 9/2/0 SET=.IIP INSTRUCTIONS 0 9/2/03'' a �FCODESAND WrANDAtDq ev NPA l- - FOOTER SIZES 7>il PIaeAPP,ur.lE.ploa _ WIND ZONE I - SINGLE 9 9/2/03 - DOABLE 10 9/2/03 - TRIPLE 11 9/2/03 BUILDING DEPARTN , - IIIGII PIER12 9/2/03 � v WIND ZONE II -SINGLE 13 9/2/03 VROFE - DOl1BLE 14 9%2/03/�4E. �� 1(E AI. lJi � - TRIPLE 15 9/2/113 N��,. a. 60245 I -DRIVE & PIER SYSTEMS' 1fi 9/2/03 SOIL CLASSIFICATION 17 °f cAl iF��°°p 9/2/(13 :ONCRETE INSTALLATION 10 & 19 9/2/03 - sso sem. :OMPONENT PARTS AVAILABLE UPON RNMEST (50 to Q, ao n . Co • 1 r I r O - 1111 1 1 11 a r Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS 1fLralLciigri These Instructions describe the proper use of the lateral and longitudinat foundation system. You may also refer dation system. to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turnip movement of the home as required by the Federal Manufactured Home Construction and Safely Standards i n a specified wind zone when file system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. �d The Vector Dynamics Foundation Syslem resists lateral & longitudinal wind & seismc loads by anchorin the two longitudinal main rails. The system is approved to be used on single or multi section homes: g Nominally 12 feet to 16' feet wide- (single section) Willi main rail spacing of 05 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal a foot or less top plate height at sidewalls Willi main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.411 in 12 slope). Maximum eave wicilh (roof overhang of sidewall) of 12" for Zone I, 0" fo Zone II Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may he used as a part of the vertical orravil s r sidering that each Vector Dynamics pact has two (2) or (3) square feels bearing area. y Pport system con - To inquire about the use of the Vector Dynamics Foundalion Systems with homes of four or more sections other widths, or on homes requiring pier heights which are not included in these instructions, Engineering, Inc. at 1-800-241-1006. contact Tie Down The Vector Dynamics Foundation Syslem has not been designed for use on ex feet of tre "D" homes within 1500 he coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rip j plates. Page 2 California 9/2/03 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics'Foundalion System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas wilh frost heave, rise Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing suPPort. Vector Systems slrorrld he spaced as symmetrically as possible along the length of the horne.. For pier locations in between the Vector Systems, use the normal foundation Pads. LUMBER/MOISTURE - TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 4x4 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks. for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When. using METAL PIER STANDS, measure center to center frame distance and add 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand nr model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same lenrgtl► in each Vector sol -up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to Ilia lop of the 1-Deam. See ililrsiration below. 1. Allach frame hook to top inboard location of "I" beam. (Frame book must be allached to frame at points closest to floor support.) 2. I(eeping in line with the hook, wrap galvanized strap completely around "I" [)earn. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor boll. 4. Thread loose end through slotted lioll so Ilial the strap is flush with the other side of the boll. 5. Tighten slotted tensioning bolt a minimum of five full turns. Page 3 California `' 9/2/03 Vector Dynamics Foundation Systems Lateral Component Parts List Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. single/double block pads with hardware, swivel straps and slotted bolts Vector System Lateral Stabilization for Concrete # 59036 - Single (only) block pads with hardware, swivel straps and slotted bolts. # 59049 - Double bloci< pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization For Difficult/Rocky Soils # 59287 - V -Drive System Must be used with: # 59018 - Vector for single/double block pads 3 Sq. Ft. Pad Vector System # 59271 - Vector.3 sq. ft. pad (2 required) # 59024 - Vector Lateral Hardware Kit, Includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolls not Included. Pale 4 California 9/2/03 "lector Dynamics Foundation Systems Longitudinal Component Parts List 'l ......... Longitudinal Stabilization Hardware l(it # 10733 - (for use with 59018 Vector System, single stack block sets only. Longitudinal struts not Included) Longitudinal Stabilization Hardware 101 for Concrete # 59023 - Includes 2 beam clamps, lension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included) 3 Sq. Ft. Pad Vector Longitudinal System # 59026 - Includes 2 beam clamps, 2 tension brackels, nuts & bolts. ((Or use Willi #59271, longitudinal struts not Included) Struts for Longitudinal Systems Part No. Length Pier Height # 59016 30" up to 2 Blocks # 59012 39" up to 3 Blocks # 59013 44" up to 4 Blocks # 59014 53" up to 5 Blocks # 59015 65" up to 6 Blocks PVC Adapter Bracket 59281 -For use with Scild 40 PVC Q s s o Center Compression Strut Single r4F�xl?#e, 048612 - S Sec „ !n9 lion, 62 8613 Double Section, 341-- 60" a (includes short u -bolts, nuts, washers and 6 self loping screws) Pare 5 California 9/2/03 Lot-Bgitudinal Stabilizer Devices - The use of LSD systems on a single or mulli section home replaces 'longitudinal anchors stabilizer plates and straps., The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System.to resist loads in the longitudinal direction (short dimension)' of home. The number of LSD required is shown on pages 10-13. LSD 40 I. C� _1 I. LongltudDral Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per eyete,u) 4. Tie Bracket (2 per eystem) Nc Ca op Combine Vector Dynamics & LSD Examples of p000ible placement: TContact TIE DOWN for- plact►,ent in other Wind Zones) Wind Zone Wind Zone I I Single Section Double Section 18 Ft. Max. 32 Ft. Max. Forgreater wldtlls use triple section design. Page G i Wind Zone I Triple Section , , LIJ I T Wind Zone I Tag Section I. 4.8 Ft. Max. California 9/2/03 50 Ir "lax. MWITI IQLPA90dolt Vector Dynamics foundation Systems may he used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or .both main rail(s). Note that a ground anchor must he used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46wtih the following exception: double section homes that are 24' wide, In Wind Zone I, have a maximum pier height without anchors of 38". See. page 12 for double section home high pier set instructions. 50 Ir 1r1ax. 11,100 Hit Mod10i0Ilia 24" t 26" Maxllnurn J— Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". Page 7 California 9/2/03 Set -Up Instructions for Vector System #59018 Long U-130/to i I. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 8 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out- side tension bracket. Cul strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeal with opposite strap. California 9/2/03 M WIND ZONE I, SEISMIC ZONE 4 Vector Dynamics Systems Re quired for Single Section Homes (Materials Required) home 2tt singie section. O a I ==---T- ample I r" Note: L.S.D.= Longitudinal Stabilization Device n See Page 6. y o y- r - -I -Pauu as symmetrically as possible along the iength of the home. Pier spacing must be Soil Classifications: 2, 3, 4A, & 4B consistent with home manutacturers' Soil Bearing Capacity:1,000 PSr" minimum instructions and/or state requirements. Anchors Required: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-114" frame ties WIND ZONE I Home Length Vector Systems Anchors Required Required Per Side or 24" Pier 24+" Piers I LS.D. 0 to 72' I 3 I 2 3 \2 sq. ft. pad 73' to 90' 1 4 3 4 Each. Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts fist) . ami :� Na VVIND ZONE • DoubleVector Dynamics Systems Required for . -Required) 'nonle •• • _ - • MAI ..cy�lion NO i = Vector Systems should be spaced as symmetrically as possible along the length of home. Pier spacing must be consistent with h manufacturers' instructions and/or state requirements. No anchors required. For pier heights up to 46" for WIND ZONE 1 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 1 2 sq. ft. pad �yr�cmics ' . Soil Classifications: 2,'3, 4A. & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: None ('Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Anchors Required LS.D. I Required I Per Side I - 0 to 40' I 2I p 2 I Note: L.S.D.- I Longitudinal 41' to 66 3 I Stabilization. I 67 to 84' 4 0 3 Device p I 4 See Page 6. 86' to 90' 6 p I 4 Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) NOTE: When a pier height at Vector locations exceeds 4611, an anchor must be used on the outside,wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as passibie along the length of the home. Pier spacing must be consistent with home manutacturers' instructions and/or state requirements. Tag ori: full triple 2 sq. ft. pad/ 2 sq. ft. pad T IR/ 's N® =� ' Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': None ('Marriage wall anchors may be required by home manufacturer.) Home Length I Vector Systems Anchors Required LSD - Required' Per Side I Allain TAG 0to46' 2+2 on Tag 0 I 2 1 49'to71' 3+2 on Tag 0 2 1 72' to 84' 4 + 2 on Tag p 2 2 85' to 90' 5+ 2 on Tag 0 2 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list (High _ Sets) *Vector• Double (High- Diagonal Ties_ • sec�l• • • P lar NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. 0 WIND ZONE I Max. Height Unit Width See Page 7 co as N Mrtt ".qtLp� � \2 0 to 48' I 2 I 2 I 2 49' to 71' 3 I 3 I 3 72' to 84' I 4 I 4 I 4 85' to 90' I 5 I 5 I 4 Soil Classifications: 2, 3, 4A, & 48 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4" frame be with connector Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE 11, SEISMIC ZONE 4 Hurricane _ -- Vector ( Dynamics Systems Required for Single Section Homes (High Fier Sets with Diagonal Ties) borne 2 �t Stn94n95°Cvo to yMan al ms 9u,detines ec nu - _ `XamPse �s g n ast e to come instal do 1-•- =111ustratl d acing m ds an sq - ' Pa n RL0 M) WIND ZONE II 1; (not to scale) 240 1I w '\ 2 sq. ft. pad Soil Classincabons: 2.3, 4A & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required`: 30` with 4' helix anchor (59095), 1-1/4' vertical ties w/4725 lbs. min. breaking strength. [come Length Vector SystemsAnchors Equired LSD Required I per side 0 to 48' 3 5 49' to 60'2 5 6 2 61" to 72' 6 7 73' to 84'2 1 8 2 85' to g0' g 9 2 4 NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) VVINU Z—U,Nt of, SEISMIC ZONE 4 _— Vector Dynamics Systems Required for -the I Double Section Homes _ _ - - _ - section hoystems; 01 _ o a �. _ u 1e o� a 72 t d Pa time insta lation EXamlphows 9e t be to ho 01W I and spacing mus on Pads an ' oundati _ i W, Wi - - - - - - I— - ' =UJU�LdUie steel compression (see parts fist) WIND ZONE II, SEISMIC ZONE 4 Ai a� Vector Dynamics. Systems Required for Triple Section Homes (Materials Required) N OTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOT' Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manutacturers' instructions and/or state requirements Soil Classifications: Soil Bearing Capacity Anchors Required': 2, 3, 4A, & 4B run irip 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 1-1/4" vertical ties W//4725 lbs. min. breaking strength. Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) ►� f 2 sq. ft. pad 2 sq. ft. pad Vector Dynamics -Metal Pier & V -Drive Installation METAL PIER FOUNDATIONS For metal piers, place Ilia piers in the center of Ilia Vector pads. Set Ilia single 4x4 or Iwo M's lluough Ilia piers, centered in the 1 -1 - Vector Outside Tension brackets attach the same, Inside lie brackets mount "upside down" as shown In drawing. Metal piers using the Vector Systern can only he iised on level ground sets. Conventional pier adjusters Hurst he placed under heam with upturned edge directed towards Ilia outside of the home. Pier spacing must be consistent with home manufacturers' installation inslruclions and/or slate requirements. ,To cut lumber (2 - 2x4's or 1 - 4x4 per, or 1 adjustable steel conunpression member, part N59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center 10 center frame distance and add 16". Optional Moisture Termite Shield may be requhe(i In certain regions. Al -l- WOOL) MOST RE PIIESSUIIf_ TRI.ATED, GROUND CONTACT HATED. TIP: Pre cut year lumber and mark as to brand or model of homes you will be Installing. If frame widths are the same, the re cul boards will also he Ilia same length In each Vector set-up. p V -Drive for rocky s 'e used on1Y in ion homes. V Drive anchors are used only in be installed. Zone I, single section homes in areas where rnrky soil rondilions do not allow helix style anchors to Vector Systems are set following the general set up Inslrur outside tension brackets are discarded lions provided. With the V-Drivo anchor, 1110 short 2x4 boards used with Ilia . In place of the short M's, a longer 2x4 is used as per Ilia diagram above. This 2x4 board slimild extend from Ilia base of Ilia Vector pier set to 5 inches 11om Ilia side wall of Ilia home. Place the V -Drive head over the end of Ilia longer board. Using a heavy hammer or electric harnmer gun, drive Ilia three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complele slop on the V -Drive head. Attach a.strap with hook or buckle to Ilia frame and allach to Ilia V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 Inches past Ilia anchor head to allow at least four or five wraps around Ilia slotted bolt. Continue tightening strap until all slack Is out and strap is tight. l')aue 16 California' ,�:.� c� 92/03 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as described in the table below: Class 2, 3, 4A and 413 as SOIL rLASSIEWATIONS Soil Class Types of Soils 1110w CountASTM ( Soil Test Probe (1) 1 Sound hard rock...... D25t16) Torrlue Value (2) NA, NA Very dense and/or 40-111) More than 550 lbs - in. cemenled sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff sills and clays 4A Loose to medium dense 14-23 sands, firm to stiff clays 275-349 lbs - In. 4B and sills, alkivian fill 175-275 lbs - in Peat, organic, sills, 0-44 5 inundated sills, loose fine 175 lbs - in. sand, alluvium, loess, and lower varied clays, fill, fly ash. The purpose of the soil test probe is to gauge the sh,englh of the soil helow the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration (flow) under load by means of the torque probe and is measured in Ib -in. Tile test probe has a fs overall length of, the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameteris 0.81 nhe the pitch is 1.75 in° The shaft must be of suitable length for anchor depth. A measure synonymous will, moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* -noter Size: Footer Size: 16x16 = 256 sq. in.711-___.12- lr 16x1 13 = 1313 _ -- ; 20x20 = 400 sq. in. = - sq. in. or 17x25=425 sq. in. '-Vector Pads # 59275 _ - _ = ' EQUALS 6a sq. in. or 1 -Vector Pad # 59271 - - Vector Pad # 59130 432 sq. in. Vector Pad(s) exceed the surface area required when used as the equivalent listed above. *Foundallons In soil with a bearing capacity of less than 1,000 PSF must he il condiloondilons eslpnea by a neplslered Professional E_npineer familiar wiih site Page 17 California 9/2/03 Vector Dynamics System for Concrete Applications Instructions These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable Instructions and guidelines in the Vector instructions and home. installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever Is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. I. Determine location of pier sets where [lie Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the Dome. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe; or 1 adjustable steel commpression member, part //59043 this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be tip against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill [lie 3/8" diameter holes 3 inches deep. B. Place -art outside tension bracket on the Vector pad as shown in Illustration one. Line u the holes in the bracket, Vector pad and concrete pad. p ustration One a Single Section 't -Up Vector pE for concrete footer Page '10 California Wood Cap and wedge Outside Tension Bracket Nedge Bolt 9/2/03 Vector Dynamics System for Concrete Applications Instructions 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, lap Ilia wedge bolt into Ilia Dole. Maximum height for expansion bolt above concrete is 2". .11. Repeat for the other hole in the outside tension bracket and the two holes on the'other Vector system pier set. 12. Place an inside fie bracket over the a -bolt so that [lie lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to [lie inside lie bracket, will, sufficient length to 0 over the opposite pier and down to Ilia outside tension bracket, plus 12 inches for g wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between -the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns ori the slotted bolts. Illustration 1 Inside Tie Brackei Compressic boards of PVC Pipe U -bolt age 19 California - Vector pad for concrete ,oncrete footer 4EL-91 -1 9/2/03 TABLE OF CONTENTS Foreword . Chapter I. - Introduction Introduction, Before You Begin, Zone Maps, Material Specifications Chapter 2 - Definitions Chapter 3 - Site Preparation Zones, Site Grading, Vegetation Control, Soil Bearing . Capacity APPROVED PFS Corporation Madison - 6 9/30/03 HUD Manufactured Home Construction & Safety Standard Chapter 4 - Foundation Footing Pads & Piers, Concrete & Metal Piers, Perimeter Piers, Pier & Tiedown Spacing, Pre -Poured Footings, Mating Line Piers, Piering for Porches & Decks Chapter 5 - Installation Procedure Positioning & Leveling Home, Floor & Roof Connections,. Ground Anchors & Straps, Crossover Connections (plumbing; drain, gas, heat duct, electrical), Bottom Board Repair, Unfinished Gypsum, Multi -Wide Close Up Chapter 6 -. Installation of Optional Features Interior & Exterior Lights, Ceiling Fans, Telephones, Awnings -Deck -Carport -Patio Covers, Skirting, Pipe Heating Cable, Windows & Door, Axles Chapter 7 - Preparation of Appliances Dryer Vent, Air Conditioning, Furnace, Fireplace, Range/Cook Top/Oven, Water Heater, Kitchen Sink, Bath Tub, Shower Chapter 8 - Utility System Connection and Testing Electrical Connection, Grounding, Water Connection, Utility Service Test, Gas Test, Water Test, Electrical Test, Drain Test The division of topics shown above conforms to NCSBCS/ANSI A225.1 - 94 II 1 7 9' 11 39 59 63 65 FOREWORD TO THE HOMEOWNER: Thank you for purchasing a Fleetwood manufactured home. This installation manual contains instructions that must be followed for the proper installation of your home. We strongly recommend you review the entire manual. WARNING INSTALLATION OF YOUR MANUFACTURED HOME SHOULD BE PERFORMED BY PROFESSIONAL CONTRACTORS WHO HAVE BEEN TRAINED IN SETUP AND INSTALLATION SKILLS. LAYPERSONS UNFAMILIAR WITH -THESE -SKILLS -WHO ATTEMPT INSTALLATION COULD CAUSE PERSONAL INJURY TO THEMSELVES AND OTHERS, AND/OR DAMAGE TO THE HOME. FAILURE TO FOLLOW THE INSTRUCTIONS IN THIS MANUAL MAY AFFECT YOUR WARRANTY. COVERAGE. Fleetwood manufactures and warrants this home to be in compliance with the Federal Manufactured Home Construction and Safety Standards in effect at the time of production. For warranty information see the Fleetwood Home Owner's Guide. To maintain an effective warranty, the .home must be installed in accordance with the instructions in this manual. 1 i, This home is specifically designed to withstand certain structural, wind, and climate zones. When properly installed and prepared for the prevailing weather conditions at the chosen site, the home will provide a satisfactory and comfortable residence. The home manufacturer is not responsible for the integrity of the home in conditions more rigorous than those for which it is designed. Nor is the home manufacturer responsible for damage caused by failure to adequately prepare the home for extreme temperatures or other climate conditions that may be encountered. ITEMS REQUIRING YOUR SPECIFIC ATTENTION: Carefully review the information provided on the following pages prior to installing your home. SITE PREPARATION - Page 9. Provides specific information necessary to prepare the site where your home will be located. Please note the information regarding water drainage and ground barrier. FOOTING PADS - Page 13 & 14. In areas where the ground is subject to freezing, footing pads must extend below the frost line established by local jurisdictions. INSTALLATION OF OPTIONAL FEATURES - Page 59. Review this information prior to the installation of items such as carport, deck, skirting, telephone wiring or television cable. CLOTHES DRYER VENTING - Page 63. Access for a dryer vent has been provided in the utility area or room. To aid in preventing condensation problems, the dryer vent duct must terminate outside the perimeter of the home. MAIN PANEL BOX ELECTRICAL CONNECTIONS - Page 65. Carefully review this entire page to insure that the electrical service is properly connected. WARNING: A 4 wire feeder system is mandatory. You must have a ground wire connection from the service entrance to the ground bar in the panel box. FOREWORD (Cont'd.) .. This home is designed to be moved by a specially -equipped truck/tractor. The home may be ' damaged and -the warranty voided if the home is moved; 'supported or lifted with equipment other than that specifically designed for this purpose: The drawings and data contained in these instructions are intended to be representative of the product. Design and specifications are subject to change without prior notice. Should you or the installer have any questions or desire further clarification, please contact your retailer. If the retailer is unable to provide the necessary information, contact the service center. Marginal Markings Vertical lines in the margin indicate and addition or a revision from the previous edition of this manual. Arrows in the margin indicate a portion that has been deleted since the previous edition of this manual. • •f a CHAPTER 1 INTRODUCTION AS YOU ARE READING THIS MANUAL, TAKE PARTICULAR NOTICE OF ITEMS THAT ARE WRITTEN IN A BOLD TEXT, OR SECTIONS THAT ARE PRECEDED BY THE FOLLOWING WORDS: WARNING - MEANS THAT THERE IS THE *POSSIBILITY OF PERSONAL INJURY TO YOURSELF AND OTHERS. CAUTION - MEANS THAT THERE IS THE POSSIBILITY OF PHYSICAL DAMAGE TO THE HOME OR ITS COMPONENTS. NOTE - ' INDICATES TOPICS OF PARTICULAR INTEREST. WARNING THIS MANUAL GIVES INSTRUCTIONS FOR THE SAFE INSTALLATION OF A ' MANUFACTURED HOME. UNIQUE CONDITIONS AT A SPECIFIC INSTALLATION SITE CAN CAUSE SPECIAL PROBLEMS AND REQUIRE PARTICULAR SAFETY PRECAUTIONS. THE INDIVIDUAL SUPERVISING THE INSTALLATION MUST BE, EXPERIENCED IN HOME INSTALLATION PROCEDURES IN ORDER TO EVALUATE THE SAFETY IMPLICATIONS OF SUCH MATTERS AS: SOILS, SLOPE, MOISTURE CONDITIONS, INSTALLATION EQUIPMENT, SIZE AND WEIGHT OF THE HOME, ETC. IT IS ESSENTIAL TO PERFORM THE INSTALLATION CORRECTLY AND TO MAINTAIN SAFE WORKING CONDITIONS. - WARNING THIS HOME WEIGHS SEVERAL TONSI ADEQUATE SUPPORT BLOCKING MUST BE USED TO SAFEGUARD PERSONNEL AND THE STRUCTURE DURING ALL INSTALLATION PROCEDURES. PERSONNEL SHOULD NOT BE PERMITTED TO WORK UNDER THE HOME WHERE INJURY MIGHT RESULT SHOULD THE HOME ACCIDENTALLY SLIP DURING THE INSTALLATION PROCESS. Before beginning to install the home, check with local regulatory agencies for codes or regulations which may affect procedures in this manual and entries on the Compliance Certificate. Only qualified service personnel should be allowed to test the various utility systems and the connection of these systems to the on-site services. The laws of some jurisdictions may require that the service personnel possess a license. This manual depicts the most widely used method of supporting manufactured homes. Other methods which provide equal support at the same locations may be acceptable provided they do not stress the structure or cause distortion to the structure during installation. Also, other products and/or material equal to or better than those indicated may be used. The home is designed to be supported by individual piers and anchored with tiedown straps. These are collectively referred to as the support and anchoring systems. Multiple Section Installation Manual for WZ-1 ;P . FLEEIWaDD. Page 1 �® Copyright 0 2003 by Fleetwood Enterprises Inc. INTRODUCTION (Cont'd.) Consult the service center before using a support system which does not directly support the main beams and mating line as this may'result indamage to the home. The support system must resist vertical loads from the weight of the home plus temporary extra roof loading (i.e. snow), as well as resisting side loads,imposed.by wind forces. Consult the Compliance Certificate for design data describirig`the roof and wind load resistance Determine the appropriate support system for local site and wind exposure conditions. On certain pages of this manual, you will see the seal of a professional engineer. Federal guidelines only require the seal from one state to be displayed, but the details herein apply to all of the United States. Should you have any questions or desire further clarification, please contact the retailer or the regional service center. (See Chapter 2) Multiple Section Installation Manual for WZ-1 MOD Page 2 Ft Copyright 0 2003 by Fleetwood EnterpAaee Inc. BEFORE YOU BEGIN...... Carefully review the documents behind the flap in the back of this manual prior to installation of this home. 1. COMPLIANCE: CERTIFICATE: The Compliance Certificate can be found either on a wall in the master bedroom closet or on a door under the kitchen sink. A copy of the Certificate is included in this manual so you can reference the structural, roof load, thermal, and wind designs. 2. FLOOR PLAN: This document is the approved floor plan of the home and includes information regarding minimumpier capacities for mating line piers, pertinent electrical information, and detailed structural requirements required by the Federal Manufactured Home Construction and Safety Standards. 3. UTILITY SCHEMATICS: These documents are the approved utility schematics'., and show the.configuration of the different utility systems in the home= -water, drain, and gas. The drain schematic will indicate any, portions of the drain system that require site installation for final assembly. Field assembly is necessary for any "shipped loose" system parts that are indicated by an asterisk (*). 4. INSTALLATION MANUAL SUPPLEMENTS: Supplemental pages may be included with this manual outlining special features in the home that are not covered in the manual or that differ from details in the manual. 5. DESIGN ZONE MAPS: The Design Zone Maps for roof loads, heat and cooling, and structural wind zones are shown on page, 4 of the manual'. Review these maps and the information on the Compliance Certificate to determine if the home site location is within the acceptable boundaries. The boundaries for structural Wind Zones II and III have been listed by state and county to further clarify Wind Zone boundries. 6. WIND ZONES: Wind zone listings are also found on page 4 of the manual. 7. . ROOF LOAD The roof load for which a home is labeled is a maximum. For example: A home labeled for 40 psf L.L. may be installed at any roof load not exceeding 40 psf. Multiple Section Installation Manual for WZ=1 F�EvvOo } Page 3 copyright 0 2003 by Fleetwood EnterDfises Inc. WA MT OR ID WY 0®90. AZ I. NM ZONE MAPS OF THE UNITED STATES NORTH MIDDLE NH VT /MA NJ DE MD TX Qa FL DESIGN ROOF LOADS NORTH SOUTH SOUTH 2O PSF O MIDDLE 30 PSF NOTE: Hawaii, Puerto Rico and Virgin NORTH 40 PSF� Islands are South Zone -STRUCTURAL ROOF ROOF DESIGN MAP M7 ZONE 3 WA NO OR ID SD MN wi WY NE IL ;A UTNV CO KS MO AZ I NM OK AR N DE MD ZONE 1 L ZONE 2 Q�l •e HI ZONE 1 7 ■ ZONE 1 ZONE 2 Z ZONE 3 ONE 3 HEATING & COOLING DESIGN MAP No VALUE ZONES) ZONE TX LA AK -� ZONE II HI ZONE III (TYPICAL) ZONE III WIND ZONE II (100 MPH) The following local governments listed by state (counties / parishes, unless specified otherwise) are within Wind Zone It: Alabama North Carolina Baldwin Mobile Beaufort New Hanover Florida Brunswick Onslow All counties except those Identified as Camden Pamlico being within Wind Zone III Georgia Chowan lumbus �reven Pasquotank Pander Perquimans Bryan Glynn Currituck Tyrrell Camden Liberty Jones Washington Chatham McIntosh South Carolina Lousiana Beaufort Georgetown Acadia Allen Livingston Berkeley Horry Ascension Poin Coupes St. Helena Charleston Jasper Colleton Williamsburg Assumption St. James Dorchester Calcasieu St. John the Baptist Cameron St. Landry Texas East Baton Rouge St. Martin Arkansas Kleberg East Feliciana St. Tammany Brazoria Matagorda Evangeline Tangipahoa Calhoun Nueces Iberia Vermillion Cameron Orange Iberville Washington Chambers Refugio Jefferson Davis West Baton Rouge Galveston San Patricio LaFayette West Feliciana Jefferson Willacy Maine Kenedy Hancock Washington Massachusetts Virginia - The Cities of: Bamsta le Nantucket Chesapeake Princess Anne Bristol Plymouth Norfolk Virginia Beach Dukes Portsmouth Mississippi George nccock Pearl Harrison Stone ZONE II Wind Zone I consists of those areas of the United States and Its territories that are not Identified as being in Wind Zone II or III. (Wind Zone I has no equivalent MPH rating) ZONE I ZONE II ■ ZONE III STRUCTURAL WIND ZONE DESIGN MAP WIND ZONE III (110 MPH) The following local govemmenls listed by State (counties / parishes, unless specified otherwise) are within Wind Zone III: Florida Charlottt Charlotte Lee aartin Collier Manatee Dade Monroe Franklin Palm Beach Gulf Pinellas Hendry Sarasota Louisiana Jefferson St. Bernard Le Fourche St Charles Orleans . St. Mary Plaquemines Terrebonne North Carolina Carteret Dare Hyde The following states and territories are within Wind Zone III: State of Hawaii Alaska, coastal regions between the 90 mph isotach on ASCE 7-88 wind map and the coast U.S. Territories: America Samoa Guam Northern Mariana Islands Puerto Rico Trust Territory of Pacific Islands U.S. Virgin islands Multiple Section Installation Manual for WZ-1 Fi Page 4 Copyright 0 2003 by FleshmW Enterpftw Inc. SPECIFICATIONS FOR INSTALLER SUPPLIED MATERIALS ., MATERIAL SPECIFICATIONS PIERS: COMMERCIAL METAL PIER ..................... Available in various heights and base widths listed and stamped with maximum load capacity. CONCRETE, BLOCK ............. . ............. . Hollow load bearing concrete masonry blocks conforming to ASTM Designation C90, Grade N. Nominal 8" x 8" x 16". Minimum 8,000 lbs. capacity (Not considering footings). FOOTING PADS AND RUNNER: CONCRETE ...................... ... • • Nominal 4" pre -cast concrete without reinforcement with a 28 day compressive strength at least 3,000 PSI. PLYWOOD ............................... WOOD................................... PLASTIC.. ... ............ OPTIONAL CONCRETE RUNNERS ........... CAPS AND WEDGES: WOOD WEDGES...... .... ....... . PLASTIC ............:................... CONCRETE CAP BLOCK ................... WOOD CAP BLOCK ............... ....... TIEDOWN STRAPS AND GROUND ANCHORS: 2 pieces nominal 3/4" (23/32" actual) plywood (APA Rated Sheathing, Exposure 1, PS 1) pressure treated for soil contact in accordance with AWPB-FDN or AWPA C-9. Nominal 2 x 12 x 24" minimum pressure treated lumber #2 grade any wood specie. (AWPA C2 treatment or equivalent) A single wood pad with 3,000 or higher PSF soil capacity must be. minimum #2 Doug -Fir Larch or #2 Southern Pine with minimum 12" base metal pier or 8" x 8" x 16" concrete blocks. Available in various base sizes — listed with maximum load capacity. Nominal 6" reinforced concrete. 3 1/2" min. width x 8" min. length x 1 1/2" max. thickness (may be untreated) Available in various sizes — listed with maximum load capacity. Nominal 2", 3", or 4" x 8" x 16" pre -cast concrete without reinforcement. Nominal 2 x 8 x 16" lumber (may be untreated). a. Main beam diagonal "straps. Min. 1 1/4" x 0.035" zinc coated (0.30 oz. per sq. ft.) steel strapping b. Supplemental straps. conforming to ASTM D3953, Type 1, Grade 1, Finish B with a minimum working load capacity of 3150 lbs and a minimum total load capacity of 4725 lbs. Slit or cut edges of zinc coated strapping do not need to be zinc coated. c. Ground anchors for all bedown 1). Ground anchors should be capable of resisting a minimum total straps. May be fabricated from load capacity of 4725 lbs. and a working load capacity of 3150 lbs. steel rod, cable or other similar minimum. material. 2). The resistance capability tyof anchors and anchoring equipment' should be certified by a professional engineer, architect or a nationally recognized testing laboratory. This is based on the maximum angle of diagonal tie and/or vertical be loading the angle of anchor installation, and the type of soil in which the anchor is to be installed. The tiedown straps should be certified in accordance with testing procedures in ASTM Standard Specification D3953-91, Standard Specification for Strapping, Flat Steel and Seals. Multiple Section Installation Manual for WZ-1 FEEw Page 5 Copyright 0 2003 by Fleetwood Enterprises Ino. t Multiple Section Installation Manual for WZ-1 fi Page g® _. . , . . - . Copyright 0 2003 by Fleetwood Enterprises Inc. CHAPTER 2 DEFINITIONS ANCHORS - Part of the anchoring system installed in the ground around the perimeter of the home. , .-' a ANCHORING SYSTEM - A combination of ground anchors and tiedown straps designed to resist wind forces. See Chapter 5. BOTTOM BOARD - Fastened to the underside of the home is a special covering designed to protect against the entry of rodents and moisture as well'as to isolate the floor cavity from outside air. This covering was inspected before the home left the manufacturing facility. Any areas damaged or tom during transportation or installation must be resealed. CROSSOVERS - Multi -section homes have utility connections that are located under the home where the two halves are joined. Crossover connections include heat ducting, electrical circuits, water pipes, drain plumbing and gas lines. Note: Not all homes have water, drain or gas crossovers. FOOTING PADS - Part of the support system located at or below ground level. Piers are placed on footing pads, which are made from concrete, treated lumber, or plastic. PIERS - Part of the support system installed on footing pads under the main beams or perimeter of the home. Piers are completed with cap blocks and wood wedges. Piers are made from concrete blocks, steel or concrete stands. SUPPORT POSTS - Structurally designed posts at each end and at various locations down the mating line of a multi section home. Footing pads and piers are required at these locations. SUPPORT SYSTEM - A combination of footings, piers, caps and wedges placed beneath the home to provide support.. See Chapter 4. TIEDOWN STRAP - Part of the anchoring system consisting of steel straps that connect the home to the anchors. Multiple Section Installation Manual for WZ-1FErvyco: Page 7 Copyright 0 2003 by Fleetwood Enterprises Inc. • � r `• 'lI's rry F '.'till' is If you have any questions concerning definitions, terminology or other related installation issues, please contact the Regional Service Center located nearest you. Regional Service Centers: Western Region 877-322-2412 Central Region 877-538-8576 Eastern Region 866-231-9586 Riverside, CA Waco, TX Douglas, GA Multiple Section Installation Manual for WZ-1 FL®0 Page 8 . - Copyright 0 2003 by Fleetwood Enterprises Inc,' CHAPTER 3 , SITE" PREPARATION. CAUTION WHERE YOU LOCATE YOUR HOME IS EXTREMELY IMPORTANT. CAREFULLY REVIEW THE FOLLOWING ITEMS BEFORE CHOOSING A LOCATION. STRUCTURAL, WIND AND CLIMATIC ZONES Refer to a copy of the Compliance Certificate for this home and.zone maps to determine that the home's location is within the specified zones and boundries. . WATER DRAINAGE AND SITE GRADING " Make sure the home site is properly graded and sloped to prevent water and moisture from collecting under the home. Rain and irrigation water must not be allowed to flow under the home. If the home is set over a crawl space or a basement provide water drainage away from the underside of the home. Locate the home an adequate distance from streams and rivers. If the home is placed on any fill material, such material should be dean and properly compacted before any pads or footings are located. Controlling the water and moisture under your home will greatly improve the stability of the footings and piers that support the home. CAUTION CONTINUOUS STANDING WATER UNDER THE HOME CAN.RESULT IN CONDENSATION PROBLEMS AND AFFECT THE HOME'S WARRANTY. EXCESSIVE WATER IN THE SOIL UNDER THE HOME WILL ALSO AFFECT THE COMFORT LEVEL IN YOUR HOME AND CAUSE DETERIORATION. - DO crown and grade site to , slope away from the home. DO NOT grade site or set the home so that water collects beneath the home: GROUND MOISTURE BARRIER Ground moisture -vapor retarder is not required for this home and should not be used to correct poor drainage from under the home. Retarder, if used, should only be used in addition to proper.grading and drainage described above. 10' MIN' ' FI F-1•MIN. / F-1 F-1 F , , h > DO NOT grade site or set the home so that water collects beneath the home: GROUND MOISTURE BARRIER Ground moisture -vapor retarder is not required for this home and should not be used to correct poor drainage from under the home. Retarder, if used, should only be used in addition to proper.grading and drainage described above. 10' MIN' ' FI F-1•MIN. / SLOPE: 1/Y PER FOOT' , , h > Home sites shall be prepared so that there will be no depressions in which surface water shall accumulate beneath the home. The area of the site covered by the manufactured home shall be graded; sloped or mechanically designed so as to provide. Natural drainage should be diverted drainage from beneath the home. around the home... 'Communities to comply with local enforcement agencies. ELEVATION PLAN VIEW Multiple Section Installation Manual -for WZ=1.,EEFLrNCODsj _ s.: Page 9 1Copydght 0 2003 by Fleetwood Enterprk= trial, SITE PREPARATION (cont'd.) VEGETATION CONTROL Cut back low hanging tree branches, bushes and other vegetation and debris which could scrape walls and roof when the home is installed. Consider future growth and possible swaying movement of branches in projected wind, snow or'. ice conditions. Remove all thick, lawn -type vegetation, tall grasses and brush from under the home site. This will make it easier to place footings and piers. Any debris that could become termite infested should be removed completely from the home site and surrounding area. UTILITY LOCATIONS Review the location of utility inlets for water, gas and electricity and the outlet for the sewer connection. Evaluate the site location for any provided utility connections and determine there are no obstructions to making these connections to the home. SOIL BEARING VALUES Many local building jurisdictions have soil -bearing values available in pounds per square foot (psf). To ensure the home footing sizes and piers are adequate to support the home, you must obtain the following information: (1) soils investigation and analysis of the site, (2) compliance with the local building code, or (3) competent opinion by a local registered professional engineer or building official. If none of this information is available, use the procedure shown below to determine the soil -bearing capacity. If the procedure below is not used, all footing sizes and piers shall be determined by the 1000 pounds per square foot soil capacity columns as indicated in Chapter 4. PROCEDURE TO DETERMINE THE SOIL BEARING CAPACITY The following method is suggested for determining the allowable soil bearing capacity to be used in the sizing of footings. Such a method is only an approximation, and the results should be properly interpreted. 1. Obtain a pocket penetrometer. May be obtained by contacting Manufactured Housing Resources, PO Box 9 Nassau, DE 19969,1-302-645-5552. 2. Test an area adjacent to, or within 10 feet of, the perimeter of the home. 3. Dig down to undisturbed soil a minimum of 4 inches. Uncover an area of at least one square foot. 4. Using the pocket penetrometer, take at least seven readings. 5. Take an average of the middle five readings, disregarding the highest and the lowest readings. Round this average down to the nearest soil bearing value. Use this value for determining minimum footing sizes. 6. Drive a wooden stake beside the test area in the event an inspector desires to verify the results. CAUTION MOST SOIL PENETROMETERS READ IN TSF (TONS PER FOOT) NOT PSF (POUNDS PER FOOT). 1 TSF = 2000 PSF CAUTION IF THERE IS ANY EVIDENCE THAT THE SOILS UNDER THE HOME ARE OF THE EXPANSIVE TYPE (SUCH AS A DRY CLAY THAT SWELLS WHEN WATER IS APPLIED), SPECIAL ANALYSIS WILL BE REQUIRED. CONTACT A LOCAL ENGINEER FOR ADDITIONAL GUIDANCE. NOTE DEPENDING ON THE SITE LOCATION, YOU MAY WANT TO APPROXIMATELY LOCATE FOOTING PADS, PIER BLOCKS OR STANDS, ANCHORS AND TIEDOWN STRAPS THAT MIGHT BE DIFFICULT TO PLACE AFTER THE SECTIONS OF THE HOME ARE IN THEIR FINAL POSITION. Multiple Section Installation Manual for WZ-1 ® Page 10 COV^M 0 2= by F%ftvwd & tee ftn Ina CHAPTER 4 FOUNDATION FOOTING PADS AND PIERS FOOTING PADS Footings ar+e `required under each pier to distribute the home load to the ground. The size of the footing is determined by ` the allowable soil bearina Dressure'and load each pier has to cam. The details in this section provide the available . configurations for concretetilock and metal piers. Footing sizes and materials other than those shown in this manual (including plywood or plastic) may be used as long as the area of the footing is appropriate for the pier load and allowable soil bearing value at the site. Plywood pads must be two pieces each 3/4" min. thickness and used in similar configurations to 2 x 12 x 24" wood pads. (i.e., 2 pieces of 3/4" x 12 x 24 equals one piece of 2 x 12 x 24). ABS Plastic pads of equivalent bearing area are acceptable substitutions t when used. according to the pad manufacturer's instructions.- Check with local building authorities for home installation requirements due to ground conditions. In areas where the -ground is subject to'freezing, the footing pads must extend below the frost line established by local jurisdiction. See ` pages 13 and 14 for frost line information. PIERS The piers used must be strong enough to transmit the vertical load (including the weight of the home; its furnishings, and _ temporary roof loading) to the foundation"surface below. ; Pier spacings other than those shown in this manual may also be used as long as spacing does not exceed the maximum pier spacing shown. , Pier designs and heights shown in this manual can be used on flat or sloping ground. OPTIONAL POURED CONCRETEAUNNERS Concrete runners full-length or transverse of the home may be considered as an alternate pier support system to individual ` concrete or wood footings. Common full-length concrete runners are shown below. When using transverse runners, they - should extend from sidewall to sidewall at the spacing shown in the diagram. Provide additional poured runners at the mating, line for piers at.the ridge•beam support post locations. Before these methods are used, tie sure they are adequate for -the site location and permitted by the applicable local code. The size and spacing of reinforcing bar must be designed by others. To determine pier spacing for concrete runner use the pages for "Pre -Poured Concrete Footings" elsewherein this manual. Example: for 20" wide concrete runners, use pier spacing for 20" x 20" footings. �{ RUNNER OR L CONCRETE RUNNER 20" MIN. INDIVIDUAL PADS MIN. 6" THICK TYPICAL EACH WIDTH DETERMINED BY REINFORCED POURED MIN. 6" THICK SECTION WIDTH AND MAIN RUNNER CONCRETE (TYPICAL) (TYPICAL) REINFORCED POURED' BEAM SPACING (TYPICAL) CONCRETE (TYPICAL) 4 3 POUR RUNNERS POUR RUNNERS NOTE: INSTALLATIONS PROPOSING DIFFERENT DETAILED SPECIFICATIONS (SUCH AS BLOCK SIZE OR LOADS) SHOULD BE JUSTIFIED BY ENGINEERING DATA, DETAILS, PLANS AND/OR TEST DATA MUST BE SUBMITTED.TO THE LOCAL ENFORCEMENT AGENCY FOR APROVAL. ALTERNATE FOUNDATION DESIGNS WHICH ARE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT MAY BE USED INSTEAD OF DETAILS SHOWN HEREIN WHEN APPROVED BY LOCAL AGENCIES. ' _ At�RGN Multiple Section Installation, Manual foe WZ-1 F gip, Page 11Copyft- htm 2003 by Fleetmwl EnWmrlsw Inc. PIER LOCATION ELEVATIONS RECESSED ENTRY POST OVER 4Y TO 7Y MAX. I A) See pages 15 and 16 for minimum footing requirements for labeled perimeter piers and labeled G-2 shearwall strap. B) The perimeter piers shown above are not required if full perimeter piering is part of the home support and the location of the perimeter piers are within 1 foot of the indicated locations. Exception: A perimeter pier must be installed at a labeled G-2 strap location. Perimeter piering charts may also be used for permanent foundations. C) Sidewall windows, 30" or greater in width, in combinations of three or more require piers under each jamb and center stud. Sidewall windows, 60" or greater in width, in combinations of two or more require piers under each jamb and center stud. Sidewall windows, 72" or greater in width, used singly or in combination, require piers under each jamb (and center stud, if applicable). As an alternate to these requirements, a 4 x 4 beam may be used with perimeter pier spans not exceeding 8'-0". m MAIN BEAM — BOTTOM OF 8 FLOOR LINER 8 1 PIERS REQUIRED UNDER EACH MAIN BEAM AT� VARIOUS MAXIMUM ON CENTER SPACING 1'-0' MAX' 1'-0' MAX MAIN BEAM PIERS • SEE EXCEPTION ON PAGES 18-21 NOTE See floor plan for minimum pier loads required for each support post A pier tag is located at each support post location. MULTI WIDE SECTION MATING LINE RIDGE BEAM SUPPORT POST PIERS Multiple Section Installation Manual for WZ-1 Page 12 FL .' Copyright 0 2003 by FW t vW Emery" I= E7-1 RECESSED ENTRY AREA MAY BE AT RANDOM LOCATIONS ALONG SIDEWALL ALL SIDEWALL DOORS PIER UNDER POST AT REQUIRE PERIMETER PORCH OR RECESSED PIERS UNDER EACH JAMB SEE PIER UNDER NOTE C FIREPLACE IN ENTRY FACTORY INSTALLED LABELED G-2 SHEARWALL FLOOR OVERHANG STRAP. NUMBER OF STRAPS ON HOME WILL PERIMETER PIERS VARY. HOME MAY NOT HAVE ANY SUCH NOTES: STRAPS ON THE EXTERIOR WALL. A) See pages 15 and 16 for minimum footing requirements for labeled perimeter piers and labeled G-2 shearwall strap. B) The perimeter piers shown above are not required if full perimeter piering is part of the home support and the location of the perimeter piers are within 1 foot of the indicated locations. Exception: A perimeter pier must be installed at a labeled G-2 strap location. Perimeter piering charts may also be used for permanent foundations. C) Sidewall windows, 30" or greater in width, in combinations of three or more require piers under each jamb and center stud. Sidewall windows, 60" or greater in width, in combinations of two or more require piers under each jamb and center stud. Sidewall windows, 72" or greater in width, used singly or in combination, require piers under each jamb (and center stud, if applicable). As an alternate to these requirements, a 4 x 4 beam may be used with perimeter pier spans not exceeding 8'-0". m MAIN BEAM — BOTTOM OF 8 FLOOR LINER 8 1 PIERS REQUIRED UNDER EACH MAIN BEAM AT� VARIOUS MAXIMUM ON CENTER SPACING 1'-0' MAX' 1'-0' MAX MAIN BEAM PIERS • SEE EXCEPTION ON PAGES 18-21 NOTE See floor plan for minimum pier loads required for each support post A pier tag is located at each support post location. MULTI WIDE SECTION MATING LINE RIDGE BEAM SUPPORT POST PIERS Multiple Section Installation Manual for WZ-1 Page 12 FL .' Copyright 0 2003 by FW t vW Emery" I= FOUNDATION FOOTINGS WITH CONCRETE BLOCK PIERS Double concrete block piers may be used on any pad that covers at least 16' x 16'. - All piers shall be placed in the center of the footing configuration. TRIPLE DOUBLE PAD FOOTINGS ('DOUBLE PAD' CAPACITY MULTIPLIED BY.3) t� I 1 16' .Y ` TWO DOUBLE ,6' PAD FOOTINGS i SINGLE PAD FOOTING 1 I LOADl ` QUAD PAD DIISTRIBUTING DOUBLE PAD FOOTINGS PAD FOR FOOTING SUPPORT 16" X 16" X 4" CONCRETE PAD FOOTINGS \� `Y 1 SINGLE PAD y 11 1/4' FOOTING FROST LINE DEPTH AS ESTABLISHED BY LOCAL JURISDICTION 8x16x4' concrete pads may not be used alone. They must be used in configurations of at least two pads. 8. 16' DOUBLE PAD FOOTING Fes? Y 1 J DOUBLE TRIPLE PAD FOOTINGS (" rRIPLE PAD' CAPACITY MULTIPLIED BY 2) F4 er-, >*I DOUBLE PAD . I FOOTING LOAD ? DISTRIBUTING '^ , PAD FOR Y SUPPORT TRIPLE PAD FOOTING W i TRIPLE PAD FOOTINGS TWO DOUBLE PAD FOOTINGS 8" X 16" X 4" CONCRETE PAD FOOTINGS DOUBLE TRIPLE PAD FOOTING ('TRIPLE PAD" CAPACITY MULTIPLIED BY 2) 2 X 12 X 24" WOOD PAD FOOTINGS FOOTINGS AND FROST LINES In areas where the ground is subject to freezing, frost heaving can lead to unleveling and potential damage to the home. Follow these details in areas where the ground is subject to freezing. - TYPICAL PIER BOTTOM OF FOOTING PAD LOCATED AT FROST LINE 6' MIN. TYPICAL PIER 3 PAD WHEN FROST LINE IS NOT OR CANNOT BE ESTABLISHED, BACK FILL WITH ANY CLEAN GRANULAR SAND AND COMPACT FOR FIRM SUPPORT OF FOOTING. 1 r Multiple Section Installation Manual for WZ-1 FLED Page 13 Copyr%ht 0 2003 by FleetwoW E.rNerprim blc. FOUNDATION FOOTINGS WITH COMMERCIAL METAL PIERS All piers shall be placed in the center of the footing configuration. TWO DOUBLE DOUBLE PAD FOOTINGS PAD FOOTING LOAD DISTRIBUTING PAD FOR SUPPORT 16" X 16" X 4" CONCRETE PAD FOOTINGS 24'. SINGLE PAD FOOTING 11 1/4' SINGLE PAD FOOTING r 1 ❑ �� SII 16'y 16 -- SINGLE s.: DOUBLE TRIPLE PAD FOOTINGS (-TRIPLE PAD' CAPACITY MULTIPLIED BY 2) FROST LINE DEPTH AS ESTABLISHED BY LOCAL JURISDICTION TRIPLE PAD FOOTING 2 X 12 X 24" WOOD PAD FOOTINGS FOOTINGS AND FROST LINES In areas where the ground is subject to freezing, frost heaving can lead to unleveling and potential damage to the home. Follow these details In areas where the ground is subject to freezing. .,— TYPICAL PIER A BOTTOM OF FOOTING PAD LOCATED AT FROST LINE W MIN. TYPICAL PIER FOOTING PAD /DOUBLE PAD FOOTING LOAD DISTRIBUTING PAD FOR SUPPORT WHEN FROST LINE IS NOT OR CANNOT BE ESTABLISHED, BACK FILL WITH ANY CLEAN GRANULAR SAND AND COMPACT FOR FIRM SUPPORT OF FOOTING. Multiple Section Installation Manual for WZ-1 Page 14 b t Copyright 0 20001 W Fbetwood Erderprhm 1w. N CONCRETE BLOCK PIERS - 71{ 87X 16" HOLLOW CONCRETE MASONRY BLOCKS (NO MORTAR OR GROUT REQUIRED) WOOD WEDGES MUST BE USED IN PAIRS TO FORM LEVEL SURFACE. i. 36' MAX HEIGHT (SEE NOTES 2 8 3) ` Y / — CAP BLOCK(S) J CAP BLOCKS OF VARIABLE THICKNESS MAY BE USED IN COMBINATION WITH EACH OTHER ALONG WITH MINIMUM 1' WOOD WEDGES UP TO A MAXIMUM HEIGHT OF 8'. SINGLE BLOCK PIER 8,000 LBS MAXIMUM CAPACITY NOTES: 1. PIER CAPACITY MUST BE THE SAME AS OR GREATER THAN . THE FOOTING CAPACITIES ON PAGE 32. 2. MIN. PIER HEIGHT IS 8' FROM GROUND TO BOTTOM OF MAIN BEAM PROVIDED ALL OTHER CLEARANCES ARE MET. (HEATING DUCTS AND DRAIN PLUMBING): MAIN fBEAM WOOD WEDGES CAP BLOCK 80' MAX. HEIGHT .�W�/ DOUBLE BLOCK PIER 16,000 LBS MAXIMUM CAPACITY 3. SINGLE STACK BLOCKS MAYBE 48- MAX. HEIGHT WHEN USED FOR EITHER PERIMETER PIERS OR MATING LINE PIERS. 4. CONCRETE BLOCK MAY BE USED IN COMBINATION WITH COMMERCIAL METAL PIERS. MAIN. BEAM PIERS o MAIN o�•� BEAM SINGLE BLOCK PIER PERPENDICULAR TO MAIN BEAM CAP BLOCK WOOD WEDGES \4 DOUBLE BLOCK PIER • PERIMETER PIERS NOTES: 1. PIER MAY BE OFFSET UP TO 6' MAX. EACH SIDE OF STRAP TO MISS 2. NO STABILIZER PLATE IS REQUIRED FOR GROUND ANCHOR AT FRAME OBSTRUCTIONS AS LONG AS THE PIER STILL SUPPORTS LABELED &STRAP ALONG PERIMETER. THE FLOOR RIM PLATE. 3. A LABELED G-2 STRAP NEED ONLY ATTACH TO A SINGLE GROUND ANCHOR. 4 X 4 OR 2 - 2 X 4'S ON EDGE JOISTS UNDER LABELED G-2 SHEARWALL STRAP EXTERIOR \ (NAILED TOGETHER) SPANNING WALL I MINIMUM 2 FLOOR JOISTS y% / FLOOR RIM PLATE TYPICAL FLOOR JOIST \WOOD 4Y��6. WOOD WEDGES WOOD WEDGESWEDGESCAPBLOCK CAP BLOCK CAP BLOCK10'MAX. SETBACK FROM�GMAX. EDGE OF FLOOR SETBACK BLOCKS PARALLEL WITH BLOCKS PARALLEL AND RECESSED AT LABELED G-2 STRAP LOCATION EDGE OF FLOOR. BACK FROM EDGE OF FLOOR (SEE NOTE 1) Multiple Section Installation Manual.for WZ-1 F�eropo Page 15 '. Copyright 0 2003 by Fleetwood Enterprises tri COMMERCIAL'METAL PIERS Commercial metal piers may be used along with concrete piers. - "ONTACT PAD �^ ALTERNATE CONTACT PAD ADJUSTABLE RISER WITH DIRECTION EVERY OTHER PIER ADJUSTABLE NUT AND WASHER (IF REQUIRED) MAIN BEAM PIER FRAME NOTE Pier capacity Is listed and labeled by pier manufacturer on each pier. Pier capacity must be the same as or greater than the footing capacities on page 32. MAIN BEAM PIERS PERIMETER PIERS 4X4 OR2-2X4'SONEDGE - (NAILS TOGETHER) SPANNING \ 2 F1 nnR .inicrc EXTERIOR WALL FLOOR RIM PLATE AT EDGE OF FLOOR JOISTS UNDER 4 X 4 2- 2 X 4'S EARWALL //[ ON EDGE (NAILSA TOGETHER) - - 1� NOTES: 1. PIER MAY BE OFFSET UP TO 6' MAX. EACH SIDE OF STRAP TO MISS FRAME OBSTRUCTIONS AS LONG AS THE PIER STILL SUPPORTS THE FLOOR RIM PLATE. 2. NO STABILIZER PLATE IS REQUIRED FOR GROUND ANCHOR AT LABELED G -STRAP ALONG PERIMETER. EE NOTE 1) 3. A LABELED G-2 STRAP NEED ONLY ATTACH TO A SINGLE GROUND ANCHOR. MINIMUM FOOTING REQUIREMENTS FOR LABELED PERIMETER PIERS AND LABELED G-2 SHEARWALL STRAP PIERS LABELED PERIMETER PIERS ' FOOTING CONFIGURATIONS U 16'x16' 8'x16 16 -x16 -8'x16' 2x 12x24' Concrete Concrete Concrete Pad Pad Pad Pad Wood pad 1000 SINGLE DOUBLE SINGLE 2000 SINGLE DOUBLE SINGLE 2000 DOUBLE 2000 TO SINGLE DOUBLE SINGLE 4000 SINGLE 4000 LABELED G-2 SHEARWALL STRAP ' FOOTING CONFIGURATIONS U 16'x16' 8'x16 M Concrete Concrete 2x 12x24' Pad Pad Wood Pad t° 1000 DOUBLE DBL -PAD DOUBLE 2000 DOUBLE TRIPLE DOUBLE 2000 TO SINGLE DOUBLE SINGLE 4000 Multiple Section Installation Manual for WZ-1 Page 16 Flo E®E7VV4�D. Copyright 0 2003 by Fbetwood Enterprise• Inc. MAIN BEAM FOOTING CONFIGURATION` AND SPACING PROCEDURES The footing configuration and spacing tables on the following pages determine the footing configuration and spacing by section width. Eave size is 12" maximum for 10 to 14 wide, and 6" maximum for 16 wide ssections..The-range in inches of various.width homes is provided to assist in referencing the proper page. NOTE: Homes requiring perimeter footings will have the copy of the floor plan stamped PERIMETER PIERING REQUIRED. 6. The spacing for any individual footing may exceed SECTION WIDTHS the spacing shown up to 10% as long as the average Range (in inches) Of Section Floor Widths " spacing does not exceed the spacing shown. 7. Perimeter piering details may be used as an 10 Wide 118" alternative for any model at the installer's discretion. SECTION "A" 12 Wide 132° to 143" 16"X16"X4"CONCRETEFOOTINGS, 4�'ftlN 116" X 16" X 4"CONCRETE FOOTINGS FOOTING SPACING Feet) 13 Wide . 148° to 157" Roof MAXIMUM MAIN BEAM (In Live Sgl. Pad Footing LP0. Pad Footing Two Dbl Pad Ftng 1 SECTION "B" .14 Wide 158° to 168" FOOTING ---^ L20A 3 3 �• s s s s1 is a_• SPACING PER J - 40 r r r 4'•6• 4'4• a'-6• e' s'-6. !1:2': 14 WIDE SECTION 14 WIDE PAGE 4' 6' 4' 6' 6 g' r 6' 10 e' r 15 Wide 178" to 180" 16" X 16"X 4" CONCRETEFOOTINGS 12 WIDE SECTION Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) 16 Wide 182" to 190" Live SgI. pad Fooyng IDbi. Pad Footing rwo Dbl Pad Ftng SECTION' "C" > MAY ALSO BE LOCATED ADJACENT TO Measured across section at floor excluding 1r s• iid'aR2' 12• SECTION SECTION "A" AND AT VARIABLE exterior siding. 2'-6• s•6• s-6• 11'SsB10 LOCATIONS ALONG SECTION SIDEWALL. PROCEDURE FOR FOOTING CONFIGURATION AND A. If you are installing a multi -section home where both SPACING TABLES: or all sections are the same width, go to the 1. See approved floor plan to see If perimeter piering is appropriate section width page. required. B. If you are installing a multi -section home where one 2. Determine the soil bearing capacity. or more of the sections are different in width, follow 3. Determine the design roof live load of the home. the example below, then go to the appropriate e• 1 10• 1o'j 1r s• 10• 12* section width pages. 4. Following that line across the table, and based on the C. For third section with transverse roof design, see main beam size, determine the footing spacing and page 30 for footing and pier requirements at support configuration. posts and ends of main beam. S. Footing placement to start at no more than one foot . •at. 61.b 1 Multiple Section Installation Manual for WZ-1 FiEE7VKM. . Page 17 Capfl0t020a3 br Fleetwood Fntmpdeee Inc. (1 -0 to edge of pier) from the ends o o ma n earns. 6. The spacing for any individual footing may exceed R the spacing shown up to 10% as long as the average o / spacing does not exceed the spacing shown. 7. Perimeter piering details may be used as an 'No. 11481► PaOF�,SSIONA alternative for any model at the installer's discretion. EXAMPLE USING- 16"X16"X4"CONCRETEFOOTINGS, 4�'ftlN 116" X 16" X 4"CONCRETE FOOTINGS FOOTING SPACING Feet) �A R(Double Pad Footing, 1000 psf soil capacity. Roof MAXIMUM MAIN BEAM (In Live Sgl. Pad Footing LP0. Pad Footing Two Dbl Pad Ftng 20 psf roof live load, supporting 10" main beam. � Mein Beam Size Main Beam Size Main Beam Sirs 8' 10' 12• 8' 110j 1 12- 8• 10'12 FOOTING ---^ L20A 3 3 �• s s s s1 is a_• SPACING PER J - 40 r r r 4'•6• 4'4• a'-6• e' s'-6. !1:2': 14 WIDE SECTION 14 WIDE PAGE 4' 6' 4' 6' 6 g' r 6' 10 e' r 16" X 16"X 4" CONCRETEFOOTINGS 12 WIDE SECTION Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) FOOTING Live SgI. pad Fooyng IDbi. Pad Footing rwo Dbl Pad Ftng SPACING PER Load Main Beam Size Mein Beam Size Main Beam Size 10 WIDE 12 WIDE PAGE 1r s• iid'aR2' 12• SECTION tzo7 3 s• 3'-• 3'-6' r 12' '''' 1r2'-6• 2'-6• s•6• s-6• 11'SsB10 1TFOOTING 3oasA a'�• s it 17s' 1r SPACING PER 10 WIDE PAGE 1�16"X 16" X 4" CONCRETE FOOTINGS I CONCLUSION: Roof MAXIMUM MAIN BEAM FOOTING SPACING (in Feet) 14 wide section main beam footing spacing would be 6'-0" o.c. max. I. Pad Footing DbI: Pad FootingTwo Obi Pad FbV 12 wide section main beam footing spacing would be T-0" o.c. max. Load Main Sire Main Beam Size Main Beam Size (ven 10 wide section main beam footing spacing would be 8'-0" o.c. max. e• 1 10• 1o'j 1r s• 10• 12* ALTERNATE CONCLUSION:? 20 a' a' a' B'6' B' 6' 1d 1z 3'�• 3' 6. 3'$• r r s' 1a 12' 40 3' 3' 3' 6' 6' 6' B' . 10' 11' Each section's footings may be spaced on the most restrictive 20 s' s' 6' s' 10' 1r W. 10' 12' spacing; therefore, the maximum footing spacing for all three s s` sir 1a 1sa$ • e: �a iz sections can be at 6'-W o.c. Multiple Section Installation Manual for WZ-1 FiEE7VKM. . Page 17 Capfl0t020a3 br Fleetwood Fntmpdeee Inc. MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 10 WIDE - MULTIPLE SECTIONS 1 I I I 1 1 1 SECTION "A"; ; L -- I I I I I I 1 I 1 I 1 I I SECTION "B" SpAGNO 1 _T 1 r� "r -- a-"*--♦ --- �+ VARIES SECTION "C" - ;;� SEE TAME ��_ __♦__T ♦__Y_H ■ MAIN BEAM FOOTINGS These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS Roof Live Load (PSS f $ `Cg CIO MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing Main Beam Size Main Beam Size Main Beam Size 8"10" 8- 12" 8" 10" 12- 8" 10" 12- 20 1000 4' 4' 4' 8' 8'-6" 8'-6" 8' 10' 12- 20 1500 6'-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 20 2000 8' 8'-6' 8'-6" 8' 10' 12' 8' 10' 12' 20 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' Main Beam Piers - Footing placement to start at no more than one foot (1'-0" to edge of pier) from comer of the home. Exception - Footings may start at no more than two feet (2'-0" to the edge of pier) from each comer of the home PROVIDED that the next o.c. footing is moved three feet (3'-0") closer to it. (See sketch below.) 1 1 1 z4r. I TYP.O.C. SPACING I `' SPACING MINUS3'4r -,Ir 1 8" X 16" X 4" CONCRETE FOOTINGS Roof Live Load (PSG c ci MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8- 10" 12- 8- 10- 12- 8" 10- 12- 20 1000 4' 4' 4' 8' 8' 8' 8' 10' 12' 20 1500 6' 6' 6' 8' 10' 12' 8' 10' 12' 20 2000 8' V 8' 8' 10' 12' 8' 10' 12' 20 3000 8' 10' 12' 8' 10' 1Z 8' 10' 12' 20 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS Roof Live Load (PSS f c Ci U) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8" 10" IT 8" 10- 12" 8- 10- 12" 20 1000 4' 4' 4' 8' 8' 8' 8' 10' 12' 20 1500 6' 6' 6' 8' 10' 12' 8' 10' 12' 20 2000 8' 8' 8' 8' 10' 12' 8' 10' 12' 20 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' FOR HOMES IN 30 PSF OR HIGHER ROOF ZONES, USE PERIMETER PIERING AS SHOWN ON FOLLOWING PAGE. Multiple Section Installation Manual for WZ-1 FLr E® COD Page 18 Copyright 0 2003 by Fleetwood Entuprlm Inc. MAIN BEAM WITH,PERIMETER FOOTING CONFIGURATIONS AND SPACING X10 WIDE - MULTIPLE SECTIONS o o o, o ' o o; These tables'determine the footing pad configuration and o ,O o , o o , o o , O , Main Beam Size Main Beam Size Main Beam Size • rF-y---■---r--t--+--i--t--t--+---f--ti---■ footing spacing along the main beams and perimeter of the. SECTION "A':-,> section(s). -----■---`- 1500 "" "''�-�---■---r--t-''--♦--" -; ------- Refer to pages 13 and 14 for footing pad configuration y=--�--- -=F-- -- •� =ti ---• --*--+--ti--- ■--- -: «. details. , - ,. "B' Review the tables that indicate the footing type you are (SECTION going to use for main beams and perimeter piers. �. __y__♦____♦__ ; __♦ ___♦____ _-i--- _-_ o ' o o' oT. o ' O r to 17 for the on using the tables. ^ , Refer page procedure ... N--r--�---r---�--rtc-■+SPACMVARMS .. •C' `` f;;= WE,NM Main beam footing spacing table acceptable for roof live SECTION 1 �_ F__♦ -T_ -♦___H ■ MAIN BEAM FOOTINGS load 40 psf maximum. { !oo ' o 0 01 o' o. ❑ PERIMETER FOOTINGS MAIN BEAM FOOTING CONFIGURATION ; r { PERIMETER FOOTING CONFIGURATION AND SPACING ' AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 11 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Perimeter Piers - Footing placement to start at no more than one foot (1'-0" to edge of pier) from each comer of the home. I 5. Main Beam Piers Footino olacement to start at no more than one foot (1'-0" to edge of pier) tram comer or me ' home. Exception - Footings may start at no more than two feet r (2'-0" to the edge of pier) from each comer of the home PROVIDED that the next o.c. footing is moved three feet (3'-0") closer to it. (See sketch below.) 6. The spacing for any footing may exceed the spacing shown up to 10% as long as the average Ispacing does not exceed the spacing shown. i PERIMETER FOOTING CONFIGURATION AND SPACING CONCRETE FOOTINGS' MAIN BEAM FOOTING SPACING (In Feet) FOOTING CONFIGURATION Main Beam Size Main Beam Size Main Beam Size 8- 10- "1Y 8- 10'- 1YT-6• IMAXIMUM T-6- r -w 8' 1o' 11'-6' 8' 10' Ar r-6' I r-6• 7-6• 8' IV 11-6• 8' 10' 1r r 10 -•1r 1500 2 x x $ 8' 10' 1r 8' 10' -1r 8' 11Y 1r 1r Concrete Concrete w000 d Pad 3000 1r 8' 10 1r 8' 10'12- Pad Pad to 20 1000 SINGLE DOUBLE SINGLE V -W 8' 0' 1r 1000 DOUBLE TRIPLE DOUBLE 4000 20 1500 SINGLE DOUBLE SINGLE 8'-0' 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE TRIPLE DOUBLE 30 8'-0' 1500 1200010MSINGLE SINGLE DOUBLE SINGLE DOUBLE SINGLE ^ 4000 1000 DOUBLE N/A DOUBLE 40 8'-0' 1500 DOUBLE TRIPLE DOUBLE 2000 to SINGLE DOUBLE SINGLE 4000 ❑ ❑ ❑ . ❑I TVP. O.C. O.C. SPACING SPACING MINUS T -W - --- 1 16" 6".X 16" X 4" CONCRETE FOOTINGS CONCRETE FOOTINGS' MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8- 10- "1Y 8- 10'- 1YT-6• IMAXIMUM T-6- r -w 8' 1o' 11'-6' 8' 10' Ar r-6' I r-6• 7-6• 8' IV 11-6• 8' 10' 1r r 10 -•1r 1500 8', 10' 1r 8' MY 1r 8'- 10' 1r 8' 10' 1r 8' 10'1Z 8' 10' 1r 8' 10' -1r 8' 11Y 1r 1r 8' 10' 1r ` 8' 10' 1r 8' 10' 17 16" X 16" X 4" CONCRETE FOOTINGS' rR MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size --87T-10- 12' 8- 1o' 12- 8- 10' 12- Yloon I= r-6' I r-6• 7-6• 8' 10' 1r 8' ICY 17 1500 8' 10' 11-6' 8' 10' 1r 8' 10'1Z 2000id 1r 8' 10' 1r 8' 10' 1r 3000 1r 8' 10 1r 8' 10'12- 4000 12' 8' 11Y 1 2 X 12 X 24" WOOD FOOTINGS 10n i MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8• 10- 12- 8- 10• 12- 8- 10- `12- Y1000 1000 8' 8' it 8' 10' 1r 8' 10' 1r 1500 8' 10' 1r 8' 10' 1r 8' 10' 1r 2000 8' 10' 1r 8' 10' 1r 8' 10' 1r 3000 8' 10 1r 8' 0' 1r 8' 10' 1r 4000 8' 10' 12' 8' 1 10' • 10' 1r L• Multiple Section Installation Manual for WZ-1 p t ' Page 19 Copyright O 2= by Fleetwood Emory Im 1W. MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 12 WIDE -MULTIPLE SECTIONS 1 I 1 1 , I 1 1 1 I I SECTION 'A': I 1 1 I I I 1 I V. I I 1 I 1 I I I I I I I 1 I I 1 I I 1 ;SECTION "B' __t__-__♦__.i___♦__i__ 1 1 I I 1 P VAMW BMTABW SECTION 'C' -__T__i__ I _�� ■ MAIN BEAM FOOTINGS These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the table that indicates the footing type you are going to use: Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS Roof Live Load (PSS f &c U -9 1� MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing Main Beam Size Main Beam Size Main Beam Size 8' ' 10" 12" 8' 10' 12" 8' 10' 12- 20 1000 3'-6' 3'-6' 3'-6" 7' 7' r 8' 10' 11' 20 1500 5'-6" 5'-6" 6-6' 8' 10' 11' 8' 10' 12' 20 2000 7' T 7' 8' 10' 12' 8' 10' 17 20 3000 8' 10' 10' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 1 8' 10' 1 12' 8' 10' 12' Main Beam Piers - Footing placement to start at no more than one foot (1'-0" to edge of pier) from comer of the home. Exception - Footings may start at no more than two feet (2'-0" to the edge of pier) from each comer of the home PROVIDED that the next o.c. footing is moved three feet (3'-0") closer to it. (See sketch below.) 1 1 1 _T TVP. O.C. SPACING 1 `' SPACING MINUS TO 8"X 16" X 4" CONCRETE FOOTINGS Roof Live Load (P) c V N MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8' 10" 12' 8' 10' 12" 8' 10" 12- 20 1000 3'-6' 3'-6' V-6" 5' 5' 5' 7' 7' r 20 1500 5' 5' 5' r-6' r-6' r-6' 8' 10' 10' 20 2000 r r 7" 8' 10' . 10' 8' 10' 12' 20 3000 8' 10' 10' 8' 10' 12' 8' 10' 12' 17qO4OOO 8' 8' 10' 12' 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS Roof Live Load (PSS •_1 `�$ y U 9 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgt. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8' 10' 12' 8' 10' 12' 8' 1 10' 12' 20 1000 3'-6' 3'-6' 3'-6' 7' r 7' 8' 10' 12' 20 1500 5' 5' 5' 8' 10' 10' 8' 10' 12' 20 2000 7' 7' 7' 8' 10' 12' 8' 10' 12' 20 3000 8' 10' 10' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 1 8' 10' 1 12' 8' 10' 12' FOR HOMES IN 30 PSF OR HIGHER ROOF ZONES, USE PERIMETER PIERING AS SHOWN ON FOLLOWING PAGE. Multiple Section Installation Manual for WZ-1 Page 20 Copyr t 0 2003 by Fleetwood Enhwprtm Ine. MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 12 WIDE ='MULTIPLE SECTIONS :0 0- o , o ' 0,1 0 0 •, o 0, o , 01 0 0 o; These tables determine the footing pad configuration and rit-,---■---r--t--+--♦---+---t--+---f-----M-----i, � 1 footing spacing along the main beams and perimeter of the I l SECTION "A": 1 > section(s). �- ;""•--'; --� ";"- ''" ;"--♦--T""�----"'---"- Refer to pages 13 and 14 for footing pad configuration 1 details. SECTION "B" I �'�> Review the tables that indicate the footing type you are ' _�___�___� _�__ __♦__ti_,_♦__+__ __ �___ ' o 0 0 0 0 0 0 • going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables..' SPACM • MUM "C' �;:- WETAM Main beam footing spacing table acceptable for roof live ;'SECTION _H N,MAIN BEAM FOOTINGS load 40 psf maximum. N - --♦__T__;__ :00 ' o. ,o,, o o' 01 ❑ PERIMETER FOOTINGS t MAIN BEAM FOOTING CONFIGURATION PERIMETER FOOTING CONFIGURATION AND SPACING AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of tooting configuration and spacing. 4. Perimeter Piers - Footing placement to start at no more than.one foot'(V-0" to edge of pier) from each comer of the home. 5. Main Beam Piers - Footing placement to start at no more than one foot (1'-0" to edge of pier) from comer of the home. " Exception - Footings may start at no more than two feet (2'-0" to the edge of pier) from each comer of.the home PROVIDED that the next o.c. footing.is moved three feet (3'-0") closer to it. (See sketch below.) 6. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. PERIMETER FOOTING CONFIGURATION AND SPACING •3 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) FOOTING CONFIGURATION Main Beam Size Main Beam Size Main Beam Sirs 8' 10' 12- 8- 10- 1 1r 8• 10- 1 12- r1000 `1000 6'-6- 6'-8. 6'-6- 8' 9'-6- 9'-6- 8' 10' 17 16'X16- 8'X16` g 2000 .8', 10' 12' 8' 10' 10' 8' 10' 12' Concrete Concrete Wood ad Pad Pad 8' 10' 12' 8' MY 12' 8' • 10' 12' 4000 8'' l(r I 12' 8' 10' 12 8' 10' 12' 8' ' 10' 12' rn 20 1000 SINGLE DOUBLE SINGLE F-0- 1000 DOUBLE TRIPLE DOUBLE 20 ,1500 -SINGLE DOUBLE SINGLE 8'-0- 200010 SINGLE DOUBLE SINGLE 4000 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE _ SINGLE 8.0. 200010 SINGLE DOUBLE SINGLE 4000 1000 DOUBLE WA DOUBLE 40 8'-0' 1500 DOUBLE TRIPLE DOUBLE 2000 to SINGLE DOUBLE SINGLE 4000 O ❑ :❑ ❑; . 1 . O.C. O.C. i 24r: C. SPACING z MINUS Y-7 1 16" X 16" X 4" 8" X 16" X 4" CONCRETE FOOTINGS •3 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Sirs 8' 10' 12- 8- 10- 1 1r 8• 10- 1 12- r1000 `1000 6'-6- 6'-8. 6'-6- 8' 9'-6- 9'-6- 8' 10' 17 1500 8' 9'•6• 9'-6- 8' 10' 10' 8' 10' 1r 2000 .8', 10' 12' 8' 10' 10' 8' 10' 12' 3000 8' 10' 12' 8' MY 12' 8' • 10' 12' 4000 8'' l(r I 12' 8' 10' 12 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS •3 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size 'Main Beam Size 8' 10• 12' 8• 10- 12- 8- 10• 12r - r1000 1000 6'•6• 6'-0' I 6'-6' 8' 10' 12' 8' 10' 12' 1500 8' 9'-0' 9'-0' 8' 10' 12' 8' 10' 12' 2000 8' 10' 12' 8' 10' 1r 8' 10 12' 3000 8' ' 10' 12' 8' 10' ' 1r 8' 10' 12' 4000 8' 10' 12' 8' 10' 1r V 1a 1r I Multiple Section Installation Manual for WZ-1 FLEETWCOD Page 21 haaaiaia� Copyright 0 2003 by Fleetwood Erderpftm I= 2 X 12 X 24" WOOD FOOTINGS n c t3 9 9 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8- 10' 12- r 10- 1r W 10- 1r 1000 6'-0' 6'-0- 6'-0- 8' 10' 12' 8' 10' 12' 1500 8' 10' 10' 8' 10' 12' 8' 1o' 12' 2000 8' 10' 12' 8' 10' 12' 8' 10' 17 3000 8' 10 12' 8' 10 12' 8' 10' 17 4000 8' 10' 12' 8' 1 10' 12 8' 10 12 I Multiple Section Installation Manual for WZ-1 FLEETWCOD Page 21 haaaiaia� Copyright 0 2003 by Fleetwood Erderpftm I= MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 13 WIDE - MULTIPLE SECTIONS 1 SECTION "A"i I I I I I I I � ;SECTION "B' r''> T- SPACNO VARIES SECTION "C' SEE TABLE i,-;- T__�__rt_�i MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 13 WIDE -MULTIPLE SECTIONS 0 0 0 I I 0 O 0 •0 0 0, 0 I 0 0 0; t SECTION'A'L I I I I I 1 I 1 I ,�-- I I ;SECTION'S'' o' 0. a' o o' 0 0• 'SECTION •C' `I; H_ i -_♦-'T--♦__ ._� ■MAIN BEAM FOOTINGS .00 o o ' o o' o• 0 PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each comer of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables. Main beam footing spacing table acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" PERIMETER FOOTING rR MAXIMUM MAIN BEAM FOOTING SPACING (in Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8' 10' 1r 8' 10• 1r 8• 10• 12' CONFIGURATION AND SPACING 6' 6' I 6' 8' W IV 8' 10• 17 FOOTING CONFIGURATION 8' g' g' 8' 10' 1r 8' 10' 1r 2000 8' 10• 12' 8' 10' 1r 8' 10' 1r 3000 8' 10' 1r .. �_ 16- X 16' SIX 16'2 x 12 x 24' $ F 8' 10' 1r 8' 10' 12' 8' 10 17 Concrete Concrete Wood Pad Pad Ped m 20 1000 1 SINGLE DOUBLEPDOUBLE 6'-0• 1000 DOUBLE TRIPLE 20 1500 SINGLE DOUBLE 2000 to SINGLE DOUBLE 4000 1000 DOUBLE TRIPLE 30 1500 SINGLE DOUBLE8'-0' 2000 toSINGLE DOUBLE4000 1000 DOUBLE WA. 40 81-0' 1500 DOUBLE TRIPLE DOUBLE 2000 to SINGLE DOUBLE SINGLE 4000 PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each comer of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables. Main beam footing spacing table acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS rR MAXIMUM MAIN BEAM FOOTING SPACING (in Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8' 10' 1r 8' 10• 1r 8• 10• 12' 1000 6' 6' I 6' 8' W IV 8' 10• 17 1500 8' g' g' 8' 10' 1r 8' 10' 1r 2000 8' 10• 12' 8' 10' 1r 8' 10' 1r 3000 8' 10' 1r 8' 10' 1r 8' 10' .1r 4000 8' 10• 1r 8' 10' 1r 8' 10I 1r 16" X 16" X 4" CONCRETE FOOTINGS tS rR MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8' 10' 12' 8- 10' 1 12- 8- 10- 12' 1000 6' 6' 6• 8' 10' I 1r 8' 10' 1r 1500 8' 9 g 8' 10' 17 8' 10' 1r 2000 8' 10• 1r 8' 10' 1r 8' 10' 17 3000 8' 10 1r 8' 10• 1r 8' 10' 1r 4000 8' 10' 1r 8' 10' 12' 8' 10 17 Multiple Section Installation Manual for WZ-1 F p � Page 23 � Copyright O 2= by Fleetwood EnWpdm Inc. 2 X 12 X 24" WOOD FOOTINGS rR MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size r 10• 1r r 10- 1Y 1000 6' 6' 1r 8' 10 1r 1500 8' g'-6' 1r 8' 10' 1r 2000 jiIricr 8' 10' 1r 8' 10• 1r 3000 8' 10' 1r 8' 10' 1r 4000 8'lir 1r s' I 1a 1r Multiple Section Installation Manual for WZ-1 F p � Page 23 � Copyright O 2= by Fleetwood EnWpdm Inc. MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 14 WIDE -MULTIPLE SECTIONS ------- SECTION W: I I I � I I , •, , � -- 1 1 I I I I , 1 I :SECTION 'B'- I•�-y_--■__-�-_f_-�_-♦__yam_-♦--7•-- --y_-- ---r_ 1 I I -_ 1 _T I . I 1 I 1 I Sp�,,'M Y■ -'r -' ♦'-}' _'• -' wc' ■y VARIES � SEE TAMSECTION 'C'-;- (�_ __♦__T__;__fi- ■ MAIN BEAM FOOTINGS These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the table that indicates the footing type you are going to use. ' Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS Roof Live Load (Psf) C) _ 8 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgt. Pad Footing Dbl. Pad Footing Triple Pad Footing Main Beam Size Main Beam Size Main Beam Size 8' 10' 12' 8' 10' 12' 8- 10' 12" 20 1000 3' 3' 3' 6'-6' 6'-6' 6'-6' 8' 91-6' W-6- 20 1500 4'f' 4'-6' 4'-6' 8' 9'-6' 9'-6' 8' 10' 17 20 2000 6'-6' 6'-6' 6'-6' 8' 10' 12' 8' 10' 17 20 3000 .8' 9'-6' 9'-6' 8' 10' 17 8' 10' 1 r r2O 4000 8' 10' 12' 8' 10' 12' 8' 10' 1z 8" X 16" X 4" CONCRETE FOOTINGS Roof Live Load (PSI) f $ c U MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8' 10' 12' 8- 10' 12' 8- 10' 12- 20 1000 3' 3' 3' 4'-6' 4'-6' 4'-6' 6'-6' 6'-6' 61-6' 20 1500 4'-6' .4'-6' 4W 6'-6' 6'-6' 6'-6' 8'' 9'-6' 9'-6' 20 2000 6' V 6' 8' 9' 9' 8' 10' 1r 20 3000 8' W 9' 8' • 10' 1r 8' 10' 17 20 4000 8' 10' 12' 8' ' 10' 1r 8' 10' 12' 16" X 16" X.4" CONCRETE FOOTINGS Roof Live Load (PSS U MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8' 10' 12' 8' 10' 12' 8' 10' 12' 20 1000 3' 3' 3' 6' 6' 6' 8' 10' 12' 20 1500 4'-6' 4'-6' 4'-6' 8' 9' 9' 8' 10' 12' 20 2000 6' ' 6' 6'- 8' 10' 12' 8' 10' 12' 20 3000 8' 9' 9' 8' 10' 12' 8' 10' 12' L20 14000 8' 10' 12' 8' 10' 1z. 8' 10' 12' FOR HOMES IN 30 PSF OR HIGHER ROOF ZONES, USE PERIMETER PIERING AS SHOWN ON FOLLOWING PAGE. Multiple Section Installation Manual for WZ-1 Page 24 �'EErw��° Copy ftM 0 2M M Fleetwood EnWp im hx. f IN MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING. ' }.• 14WIDE- MULTIPLE SECTIONS I 3— 9 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Maln Beam Size Main Beam Slze 8' 10- 12- 8- 10• I 1r V JAW 12- o 10 0 , 0 0 ; o o 10 o , - o o, 0 0 0; These tables determine the footing pad configuration and - 15008' footing spacing alongthe main beams and perimeter of the SECTION'A'L section(s). g s ;�-;'--•-.-;; -:�--;--'-- ;';-=�T--�`'---'- Refer to pages 13 and 14 for footing pad configuration t _ details. " ' :SECTION "B'- ��'�> Review the tables that indicate the footing type you are , ;,--'going o ' o I - o' 0 0 o o; to use for main beams and perimeter piers. • the tables.- •8'X16-• Refer to, page 17 for the procedure on using F 8' 10 1r 8' 10' VAFUM r ; ' SECTION,'C' �;;= Main beam footing spacing table acceptable for roof live ■ MAIN BEAM FOOTINGS load 40 psf maximum. ,: , • _ , goo ' o- - o ' o o' o. O PERIMETER FOOTINGS, MAIN BEAM FOOTING CONFIGURATION. J PERIMETER FOOTING CONFIGURATION AND SPACING ' r AND SPACING y 20 i PROCEDURE: 1. Determine the design roof live load of the home.. I 2.. Determine the soil bearing capacity. I 3. Follow that line across the table to determine the type r ., of footing configuration and spacing. 4. Footing placement to start at no more than one foot (•1'-0'.to edge of pier) from each comer of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. PERIMETER FOOTING , I 3— 9 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Maln Beam Size Main Beam Slze 8' 10- 12- 8- 10• I 1r V JAW 12- CONFIGURATION AND SPACING 5'-6'1&-W 5'-0- e' 8'-6' 8'-0' 8' 10' 11' 15008' FOOTING CONFIGURATION 2000 8' 10' 11' 8' MY 1r• 8' 10' 1r•- 3000 8' 10' 1r 8'- 10': 1r 6' .10' 1r 4000 8' I10'17 8' 10' 1r 8' 10' 1r 8' 10' 11' 8' 10'17. 8' 10 3000 16'X16- •8'X16-• 8' 10' 1r 8' 10' 1r F 8' 10 1r 8' 10' _ Concrete Concrete 2x12x24' Wood Pad $ LL dX Pad Pad y 20 1000 SINGLE DOUBLE . SINGLE 6'-0' 1000 DOUBLE- TRIPLE "ASINGLE 20 1500 SINGLE DOUBLE8'-0' 200000U SINGLE DOUBLE1000 r• DOUBLE TRIPLE 30 1500 SINGLE DOUBLE8' 0' 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE WA DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8'-0• 2000 to SINGLE DOUBLE SINGLE 4000 PROCEDURE: 1. Determine the design roof live load of the home.. I 2.. Determine the soil bearing capacity. I 3. Follow that line across the table to determine the type r ., of footing configuration and spacing. 4. Footing placement to start at no more than one foot (•1'-0'.to edge of pier) from each comer of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 16" X 16" X 4" 8" X 16" X 4" CONCRETE FOOTINGS •• I 3— 9 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Maln Beam Size Main Beam Slze 8' 10- 12- 8- 10• I 1r V JAW 12- 1000 5'-6'1&-W 5'-0- e' 8'-6' 8'-0' 8' 10' 11' 15008' 8'-6" 8'-0- 8' 10' 17 8' 10' 1r 2000 8' 10' 11' 8' MY 1r• 8' 10' 1r•- 3000 8' 10' 1r 8'- 10': 1r 6' .10' 1r 4000 8' I10'17 8' 10' 1r 8' 10' 1r 16" X 16" X 4" CONCRETE FOOTINGS,; ; 13— 9 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8' 10' 1r 8- 10- 1 1Y 8' 1 10- 1 12- 1000 5'-8' 5'-0'. 5'-0' 8' 10'. :11' 8' 1 10' 1r 1500 8' • V-6" 8'-6' 8' 10' 1r 8' 10' 2000 8' 10' 11' 8' 10'17. 8' 10 3000 8' 10' 1r d12' 8' 10' 1r 8'• 10'4000 8' 10' 1r 8' 10' 1r 8' 10 1r 8' 10 1r 8' 10' Multiple Section Installation Manual f6r.WZ-1''ELE eI w iQ ' Page 25 Copyright 0 2003 by Fleetwood Enterprises Inc. N 2 X 12 X 24" WOOD FOOTINGS li rR MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam S'Ize 1r 8- 10- 1r 8- 10' 1Y 10006' 8' 10' 1r 8' 10' 1r 1500W 8' 1tY 1r 8' IV 1r 20001r 8' 10' 1r 8' 10' 1r 30001r 8' 10' 1r 8' 10' 1r 4000 8.31r 8' 10, 1r 8' 1tY 1r Multiple Section Installation Manual f6r.WZ-1''ELE eI w iQ ' Page 25 Copyright 0 2003 by Fleetwood Enterprises Inc. N �tf • 4 , Multiple Section Installation Manual f6r.WZ-1''ELE eI w iQ ' Page 25 Copyright 0 2003 by Fleetwood Enterprises Inc. N MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 16 WIDE -,MULTIPLE SECTIONS These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS SECTION 'A'I ci rR 1 1 I I I I I 1 1 1 I I 1 1 I I I I I I I I 1---I�- I I 1 1 , Main Beam Size ;SECTION'S" r''> 10' 12' I I ; 10' I VAMES 8- BEE TABLE 12- SECTION 'C" I ; 1000 ��___♦_ -`- ■ MAIN BEAM FOOTINGS T__i__�._�! 3' These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS Roof Live Load (Psfl ci rR MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad. Footing Dbl. Pad Footing Triple Pad Footing Main Beam Size Main Beam Size Main Beam Size 8- 10' 12' 8" 10' 12" 8- 10' 12- 20 1000 3' 3' 3' 5'-6" 5'-6' S'-6' 8' 8'-6" 8'-6- 20 1500 4' 4' 4' 8' 8'-6" 8'-6' 8' 10' 12' 20 2000 5'-6' 5'-6' 5'-6" 8' 10' 11'-6" 8' 10' 12' 20 3000 8' 8'-6" 8'-6' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 11' 8' 10' 12' 8' 10' 12' 8" X 16" X 4" CONCRETE FOOTINGS Roof Live Load (P� f R. v 8 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8' 10' 12' 8- 10' 12' 8' 10' 12' 20 1000 2'-6" 2'-6' 2'-6' 4' 4' 4' 5'-6' S'-6' 5- 20 1500 4' . 4' 4' 6' 6' 6' 8' 8' 8' 20 2000 T-6" 5'-6' 5'-6' 8' 8' 8' 8' 10' 11' 20 3000 8' 8' 8' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 101-6' 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS Roof Live Load (Ps 10a c ci 9 i) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two DbI Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8- 10' 12' 8' 10' 12" 8' 1 10- 12- 20 1000 2'-6' 2'-6" 7-6' 5'-6" 5'-6' 5'-6' 8' 10' 11' 20 1500 4' 4' 4' 8' 8' 8' 8' 10' 12' 20 2000 5'-6' 5'-6' 5'-6' 8' 10' 11' 8' 10' 12' 20 3000 8' 8' 8' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 101-6' 8' 10' 12' 8' 10' 12' FOR HOMES IN 30 PSF OR HIGHER ROOF ZONES, USE PERIMETER PIERING AS SHOWN ON FOLLOWING PAGE. Multiple Section Installation Manual for WZ-1 Page 26 FL Ccpyd&t 0 2003 by Rwtwwd Eni lmrhm Im MAIN BEAM WITH'PERIMETER FOOTING CONFIGURATIONS AND SPACING. ' _ moi'. s :. .f�. .. - rc' •e '1, 16 WIDE MULTIPLE SECTIONS .7. V o ,0 a ; o o , 0 0 1 0 0, 0 01 0 0 0; These tables determine the footing pad configuration and '-"---•---`----'--♦--"---♦--t-------'---1 footing spacing along the main beams and perimeter of the 1 1 1 1 1 i I I SECTION "A°: > section(s). 1•ei—i---/---i--f--i---/--t--♦tom—t--i--ti---/---"—� Refer to pages 13 and 14 for footin g g Pad configuration ` 1 details. ;.. ;SECTION "e" L;,> Review the tables that indicate the footing type you are . ,, _/ -r7-4 ------ d* --- ---"--------v-fl 0 ' o o: a o' 0 0! going to use for main beams and perimeter, piers. using Wood Pad Refer to page 17 for the procedure on the tables. 8' 10' ' 10' 1r VAIM ' "C" ` �;-- WE'"M Main beam footing spacing table acceptable for roof live SECTION ■ MAIN BEAM FOOTINGS load 40 psf maximum. !o C)' 0 0 ' 0 0' o, ❑ PERIMETER FOOTINGS MAIN BEAM FOOTING CONFIGURATION ' PERIMETER FOOTING CONFIGURATION. AND SPACING ' AND SPACING 6'-0• 1000 DOUBLE TRIPLE DOUBLE PROCEDURE: 1. Determine the design roof live load of the home. 2: Determine the soil bearing capacity. -3. Follow that line across the table to determine the type - of footing configuration and spacing.. 4. Footing placement to start at no more than one foot (1'-0" to edge, of pier) from each comer of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. " ' PERIMETER FOOTING _8 - 8 PR f CONFIGURATION AND SPACING V 1500 FOOTING CONFIGURATION 2000. 8' 10' 10' 8', 10' 17 8' 10' 1r 3000 8' 10' 17 8' 10' 12' 8' 10' 1r 16"X 16' 8' X 16' 2 x 12 x'24' $ a 3000 _ Concrete Concrete Wood Pad LL g 8' 10' ' 10' 1r Pad Pad rn 20 1000 SINGLE DOUBLE SINGLE 6'-0• 1000 DOUBLE TRIPLE DOUBLE 20 • 8._o • 1500 SINGLE DOUBLE SINGLE 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE TRIPLE DOUBLE 30 1500. SINGLE DOUBLE SINGLE 8'-0' 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE WA - DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8'-0' 2000 to SINGLE DOUBLE SINGLE 4000 ` . PROCEDURE: 1. Determine the design roof live load of the home. 2: Determine the soil bearing capacity. -3. Follow that line across the table to determine the type - of footing configuration and spacing.. 4. Footing placement to start at no more than one foot (1'-0" to edge, of pier) from each comer of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. " ' I _8 - 8 PR f 16" X 16" X 4" 8" X 16" X 4" CONCRETE FOOTINGS _8 - 8 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8' 10' 1r 8• 10' 1r 8• 10' 1r 1000 5' 5' 5' r-6' r-0- r-6' 8' 10' 10' 1500 r-6- r-6' r-6' r 10' 11' 8' 10' 1r 2000. 8' 10' 10' 8', 10' 17 8' 10' 1r 3000 8' 10' 17 8' 10' 12' 8' 10' 1r 4000 8' . 10' 1r 8' 10' 16" X 16" X 4" CONCRETE FOOTINGS rR MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size r 8• 10' 12' 8- 10' 1r . 8' 10' 12- 1000 1000 5' 5' 5' 8' 10' 10' 8' 10' 1r 1500 r-6' r-6' 7'-0' B' 10' 1r 8' 10' 17 2000 8' 10' 10' 8' 10' 1r 8' 10' 1r 3000 8' 10' 1r 8' 10' 1r 8' 10' 1r 4000 8' 10' 1r 8' 10' 12 8' 10' 1r Multiple Section Installation Manual for WZ-1 F, Page 27 ®ttaM. • r Copyright 0 2003 by Fleetwood Entwpdam Ine. 2 X 12 X 24" WOOD FOOTINGS 1$ rR MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Sae 8' 10' 1Y 8• 10' 1r 8' 10• 1r 1000 5' 5' 5' 8' 10' 10' 8' 10' 1r 1500 r-0' T-6' r-0- 8' 10' 8' 10' 17 2000 8' 10' 10'-6• 8' 10' 10' •1r 4"E. 3000 '8' 10'1r 8' 10' 10' 1r 8' . 10' tr 8' 10' ' 10' 1r Multiple Section Installation Manual for WZ-1 F, Page 27 ®ttaM. • r Copyright 0 2003 by Fleetwood Entwpdam Ine. MAIN BEAM FOOTING SPACING USING.PRE-POURED (UNREINFORCED) CONCRETE FOOTINGS MULTIPLE SECTIONS - 20 PSF ROOF These tables determine the footing spacing along the main beams of the section. 3 WIDE 14 WIDE i iii a winim PRE -POURED UNREINFORCED 20' X 20"X 6" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 20' X 20" X 6' CONCRETE FOOTINGS PRE -POURED UNREINFORCED 20' X 20' X 6' CONCRETE FOOTINGS — a UMain MAXIMUM AIN BM EA FOOTING SPACING (In Feet) Beam Size a c t9i g U MA (I UM I BEM_ FOOTING SPACING (In Feet) -c Main Beam Sizs 8' 10' 12' CS 2. U M MAIN B FOOTING SPACING (In Feet) Main Beam Size 8" 10° 12- 8' 10' 12' 1000 4'-6' 4'-6' 4'-0' 1000 4'-6' 4'-6' 4'-6' 1000 4'-0° 4'-0" 4'-0' 1500 T-0' T-0" 7"-0' 1500 6'-6' 6'-0' V-6' 1500 5'-6' 5'-6' 5'-6- 2000 1 8'-0" 9'-6' 9'-6" 2000 1 8'-0- 9'-0' 9'-0' 2000 1 T-0'. 7'-6' 7-6- 3000 8'-0' 10'-01 12'-0' 3000 1 8'-0' 10'-0" 12'-0- 3000 1 8'-0' 10'-0' 11'-0' 4000 8'-0' 1 10'-0' 1 17'0'__.j 1 4000 1 8'-0" I 10'-0' 12'-0' 4000 1 8'-0° 1 10'-0' 1 11'-0' PRE -POURED UNREINFORCED 24"X 24'X 6" CONCRETE FOOTINGS L, MAXIMUM MAIN BEAM _ FOOTING a c SPACING (In Feet) �n n Maln Beam Size M �- PRE 24'X 24"X — - c a -POURED UNREINFORCED 6" CONCRETE FOOTINGS. MAXIMUM MAI BEAM FOOTING SPACING (In Feet) - Main Beam Size 8' 10' 12' PRE 24" X 24"X — z c a tR y .. -POURED UNREINFORCED 6" CONCRETE FOOTINGS MAXIMUM MAI BOW - FOOTING SPACING (In Feet) Main Beam Size 8`7 10° 12' 8' 10" 12' 1000 T-0- T-0- T-0' 1000 6'-6' V-6' 6'-6' 1000 5'-6' 5'-6° V-6', 1500 814' 10'-0' 10'-6• 1500 8'-0' 10'-0' 10'-0" 1500 8'-0. 8'-0" 81-0' 2000 8'-0' 10'-01 12'-0' 2000 8'-0' 10'-0' . ' 12'-0' 2000 _ 8'-0' 1(Y-0' 12'-0' 3000 8'-0' 10'-01 12'-0' 3000 8'-0' 10'-0' 12'-0- 3000 8'-0' 10'-0' 12'-0' 4000 8'-0' 10'-0'' 12'-0' 4000 8'-0' 1 10'-0' 12'-0' • 4000 8'-0' 10'-0" - 17-0' PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 28"X 28"X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 28'X 28"X 8" CONCRETE FOOTINGS c V �•- MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size -, — 0 c rn n v 8 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8' 10' 12" �, — rg c tR � � MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8' 10' 12" 8" 10' 12• 1000 8'-0' 9'-6' 9'-6" 1000 8'-0" 9'-0' 9'-0' 1000 7"-0' T-6' 7'-6' 1500 8'-0' 10'-0" 12'-0' 1500 8'-0' 10'-0' 12'-0' 1500 8'-0' 10'-0' 11'-0" 2000 1 8'-0" 10'-0' 12'-0' 2000 8'-01 10'-0' 12'-0" 2000 8'-0- 10'-01. 12'-0' 3000 8'-0' 10'-0' 12'-0' 3000 8'-0' 10'-0" 12'-0' 3000 8'-0' 10'-0' 12'-0" 4000 8'-0- 10'-0' 12'-0' 4000 8'-0' 10'-0' 1 12'-0' 4000 8'-0' 10'-0" 12'-0' PRE -POURED UNREINFORCED 32"X 32" X 8' CONCRETE FOOTINGS PRE -POURED UNREINFORCED 32"X 32" X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 32"X 32"X 8" CONCRETE FOOTINGS o W H rn a n U -••- MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8' 10' 12' ='13 c t) ya — MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size c 10a n � � V MAXIMUM BEAM FOOTING SPACING (In Feet) Main Beam Size 8' 10' 12' a B' 10' 12' 1000 8'-0' 10'-0" 12'-0' 1000 8'-0' 10'-0" 101-61 1000 8'-0' 9-6- 9-6- 1500 8'-0' 10'-0- 12'-0' 1500 8'-0' 10'-0' 12'-0' • 1500 - 8'-0' 10'-0' 2000 8'-0" 10'-0' 12'-F_2000 8'-0' 10'-0' 12'-0" 2000 8'-0- 101-0' 12'-0' 3000 8'-0' 10'-0' 12'-0' 3000 8'-0' 10'-0" 12'-0' 3000 8'-0' 10'-0" 12'-0' 4000 8'-0- .10'-0' 12'-0' 4000 8'-0' 10'-0' 12'-0' • 4000 B'-0' 10'-0' 12'-0' PRE -POURED UNREINFORCED 36"X 36"X 8' CONCRETE FOOTINGS PRE -POURED UNREINFORCED 36'X 36' X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 36"X 36"X 8" CONCRETE FOOTINGS =13 c CN 8 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size B' 10' 12' — c .. MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size a c r9i `g CL MAXIMUMMAI BEA FOOTING SPACING (In Feet) Main Beam Size 8' 10- 12' 8' 10' 12' 1000 8'-0' 10'-0" 12'-0' 1000 8'-0' 10'-0' 12'-0" 8'-0' 10'-0' 1500 8'-0' 10'-0' 12'-0' 1500 8'-0' 10'-0' 12'-0" -12'-0' 8'-0' 10'-0' 12'-0' 2000 8'-0' 10'-0- 12'-0' 2000 8'-0' 10'-0' 12'-0' %4000 8'-0' 10'-0' 12'-0' 3000 8'-0' 10'-0' 12'-0' 3000 8'-0' 19-01 12'-0' 8'-0- 10 0' 12'-0' 4000 8'-0- 10'-0' 12'-0" 4000 8'-0' 10'-0- 12'-0' 8'-0' 10-0' 12'-0' Equivalent round pad size: for 24" round pad, use 20" x 20" charts for 28" round pad, use 24" x 24" charts for 32" round pad, use 28" x 28" charts for 36" round pad, use 32" x 32" charts Multiple Section Installation Manual for WZ-1 - Page 28 Ft���D Copyright 0 2003 by Fleetwood nftprhm Ix• MAINZEAM FOOTING'SPACING'USING PRE -POURED .(UNREINFORCED) CONCRETE FOOTINGS MULTIPLE'SECTIONS 30,PSF ROOF {. These tables determine the footing spacing along the main beams of the section.. ' 1 WIMP IA WIDE 15116 WIDE' PRE -POURED UNREINFORCED 20 X 20' X 6' CONCRETE FOOTINGS 1 - MAXIMUM MAIN BEAM C FOOTING SPACING (In Feet) _ ,9 n n Main Beam Size 8. 8' 10' 12- PRE -POURED UNREINFORCED 20" X 20- X 6' CONCRETE FOOTINGS MAXIMUM MAIN BEA C FOOTING SPACING (In Feet) ' C � Main Beam Size PRE -POURED UNREINFORCED 20" X 20" X 6' CONCRETE FOOTINGS MAXIMUM MAIN BE,AM — C FOOTING SPACING (In Feet) n Main Beam Size .. 8 v 8' 10' 12' c3 8' 10' 12" 1000 4'-0' 4'-0- W -W 1000 4'-0' 4'-0- 4'-0" 1000 • 3'-0' 3'-0' 3'40" 1500 6'-0" 6'-0' 6'-0' 1500 6'-0' 6'-0' 6'-0- 1500 5'-0' • 5'-0" 5'-0- 2000 8'-0" 81-6" 8'-6' 2000 8'-0' 814' 8'-0" 2000 W-6" 6'-6" 8'-0' 10'-0" 17-0:' 3000 8'-0'.. 10'-0' 12'-0"3000 ]-W3000 8''''-0' 4000 8'-0' 10'-0" 170 " • 4000 8-0' 10'-0' 1Y-0' 4000 8'-0' 10'-0' '-0' PRE -POURED UNREINFORCED 24'X 24" X 6" CONCRETE FOOTINGS ' PRE -POURED UNREINFORCED 24- X 24' X 6" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 24" X 24" X 6' CONCRETE FOOTINGS tR 1, 8 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size = 8- 10' 12"• — c 03 MAXIMUM MAI BEAM FOOTING SPACING (In Feet)— Main Beam Size H M CL U MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8" 10" 12- 8' 10' 12" 1000 6'-0" 6'-0" • 6'-0" 1000 5'-0" V-6- 5'-6" 1000 W-6' 4'-6- 4-6- 1500 8'-0" 91-0" 9'-0"'' 1500 8'-0- ` 8'-0" 8'-6- 1500 T-0', 7'-0- 7'-0" 2000 8'-0" 10'-0' 17-0' 20001 8'-0" 10'-0' 11'-6' 2000 8'-0" 9'-6' 'W-6' _ 3000 8'-0" 10'-0' 17-0- 3000 1 8'-0' 10'-0" .12'-0"' 3000 8'-0' 10'-0" 1Y-0' 4000 8'-0' 10'-0" 1 17-0' ^ 1 4000 8'-0' 10'-0- 1-'0- 4000 8'-0- 1 10'-0' 1 12'-0" PRE -POURED UNREINFORCED 28' X 28' X 8'. CONCRETE FOOTINGS PRE -POURED UNREINFORCED 28° X 28"X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 28"X 28"X 8" CONCRETE FOOTINGS , a a g MAXIMUM MAIN BEAM • FOOTING SPACING (in Feet) • - Main Beam Size C � �.CL MAXIMUM MAIN BEAM FOOTING SPACING (in Feet) Main Beam Size a- • - 10' 12" - Z. rs � � � C3 — MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8'1 10" 12" 8 8" 10" IT'- 1000 8'-0" 8'-0' ' 8'-0' • - 1000 T-6" 7'-6" " T-6' 1000 6'-6- 6'-0' 6'-6' 1500 8'-0" 10'-0' 17-01 1500 8'-0" 10'-0" 11'-0" 1500 8'-0' 10'-0" 10'-0" 2000 8'4r 10'-0' 17-0" 2000 8'-01 10'-0" - 12'-0" 2000 8'-0- 10'-0' •• 12'-0" 3000 8'-0" 10 -0' 17-0' - 3000 8'-0" 10'-0- 12'-0' 3000 8'-0" 101-0- 17-0' 4000 8'-0'' - 10'-0" 17-0' 4000 8'-0' 10'-0' 12'-0' 4000 8'-0' 10'-0' 1Y-0' PRE -POURED UNREINFORCED 32' X 32' X 8' CONCRETE FOOTINGS PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTINGS — y � � MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8" 10" 12" c MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8' 10" ' 12' 2,MAXIMUM B C n 3 v MAIN BEAM FOOTING SPACING (In Feet) Main Beam Sits 8'1 10' 12" 1000 8'-0" 10'-0' - 10'-6- 1000 8'-0' 10'-0" 10'-0' 1000 8'-0' 8'-6" :8'•6- 1500 8'-0" 10'-0" 17-0"' 1500 8'-0' 10'-0' 12'-0" 1500 8'-01.' 10'-0" 1Y40" 2000 8'-0' 10'-01 12'-0' • 2000 8140' - 10'-0". • " 12'-0' 2000 8'-0' 10'-0" 1 Y-0" 3000 8'-0' 1014' 17-0" - 3000 8'-0' 10'-0' ' 12'-0' 3000 8'-0' 10'-0" 4000 1 8'-0" 10'-0" 1Y-0" 4000 8'-0" 10'-0" 12'-0" 4000 1 8'-0" 10'-0" PRE -POURED UNREINFORCED 36" X 36"X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 36' X 36' X 8- CONCRETE FOOTINGS PRE -POURED UNREINFORCED 36"X 36"X 8" CONCRETE FOOTINGS =C, tR MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8' 10- 1Y' Z. 13FOOTING 1 n L .. MAXIMUM MAIN BEAM SPACING (In Feet) Main Beam Size 8' 10- 12' C tR 8 .. MAXIMUM MAIN B FOOTING SPACING (In Feet), .Main Beam Size 8' 10' 12' 1000 8'-0" 10'-0" 17-0' 1000 8'-0' 10'-0" 12'-0' I 1000 8'-0' 10'-0" 11'-0" 1500 8'-0" 10'-0" 17-0' ` 1500 8'-0' 10'-0' 17-0' 1500 8'-0" 10'-01 1 Y-0" 2000 ' 8'-0" 10'-0" 12'-0- 2000 W -W 101-0' 12'-0' 8'-0' . t 10'-0' ' 1740' 3000 8'-0' 10'-0"17-0" • 30008'-(r •. 10'-0' 12'-0" IM .8'-0' 10-0' 1Y-0' 4000 8'-0" 10'.0' 17-0' 4000 8'-0" 10'-0" 12'-0" 1Y 0' Equivalent round pad size: for 24" round pad, use 20" x 20" charts ' for 28" round pad, use 24" x 24" charts a J.- for 32" round pad, use 28" x 28" charts �' r for 36" round pad, use 32" x 32" charts - Multiple Section Installation Manual for WZ-1 W' FiEErwCM. Page 29 - CovyftM 0 MM by Fleetwood Ente WWW Ino. MAIN BEAM FOOTING SPACING USING PRE -POURED (UNREINFORCED) CONCRETE FOOTINGS MULTIPLE SECTIONS - 40 PSF ROOF These tables determine the footing spacing along the main beams of the section. 3 WIDE 14 WIDE 15116 WIDF PRE -POURED UNREINFORCED 20'X 20"X 6" CONCRETE FOOTINGS MAXIMUM MAIN BEAM FOOTING —� SPACING (In Feet)c c Main Beam Size v 8' 10' 1 12'_ PRE -POURED UNREINFORCED 20" X 20" X 6' CONCRETE FOOTINGS MAXIMUM N BEAM FOOTING SPACING (In Feet) I Main Beam Size L3 v B. 10" 12' PRE -POURED UNREINFORCED 20" X 20"X 6" CONCRETE FOOTINGS MAXIMUM MAIN BEN— c FOOTING SPACING (In Feet) L Main Beam Size v 8' 10- 12" 1000 3'-0" 3'-6" Y-6" 1000 3'-0' 3'-0" 3' 0' 1000 3'-0" 3'-0' 3'-0' 1500 V-6' 5'-6" 5'-6" 1500 51-0' 5'-0' 5'-0' 1500 4'-0' 4'-6' 4-6- 2000 T-0' 7'-6" r-6' 2000 V-13". W-6- 6'-0' 2000 6'-0- 6'-0- 6'-0' 3000 8'-0' 10'-0' 11'-0' 3000 8'-0' 10'-0- 10'-6' 3000 8'-0' 9'-0' 9'-0' 4000 8'-0' 10'-0' 11'-0' 4000 8'40' 10'4' 111-0' 4000 8'-0' 1 9'-0' 9'-0' PRE -POURED UNREINFORCED 24"X 24"X 6" CONCRETE FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size PRE 24" X 24" .. -POURED UNREINFORCED X 6" CONCRETE FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8' 10' 12' PRE 24'X 24'X c n .r -POURED UNREINFORCED 6' CONCRETE FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8' 10' 12' 8' 10' 12" 1000 5'-0' 5'-6' 1 5'-6" 1000 5'-0' 5'-0' 51-0' 1000 4'-0" 4'-0' 4'4' 1500 8'-0' 8'-0' 8'-0' 1500 7'-6' 7'-6- 7'-6' 1500 6'-6' 6'-6- 6'-0" 2000 8'-0' 10'-0" 11'-0' 2000 81-0' 10'-0" 10'-0" 2000 8'-0' 8'-6" 8'-0" 3000 4000 8'-0' 10'-0" 12'-0" 8'-0' 10'-0' 12 -0- 3000 4000 8'-0- 10'-0' 12'-0" 81-0" 10'-0' 12'-0' 3000 4000 8'-0" 10'-0' 12'-0' 8'-0' 10'-0' 12' -0 - PRE -POURED UNREINFORCED 28" X 28" X 8' CONCRETE FOOTINGS PRE -POURED UNREINFORCED 28"X 28" X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 28" X 28"X 8" CONCRETE FOOTINGS v MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8' 10" 12" Z",MAXIMUM 13FOOTING 891 MAIN BEAM SPACING (In Feet) Main Beam Size � � � MAXIMI. MAIN BEAM FOOTING SPACING (In Feet) Main Beam Sits 8' 1 10" 12' a—. 8' 10' 12' 1000 7'-0' T-6' T-0" 1000 7'-0' 7'-0' 7'-0' 1000 6'-0" 6'-0' 6'-0- 1500 81-0' 10'-0' 11'-0- 1500 8'-0' 10'-0" 10'-6" 1500 8'-0' 9'-0' 9'-o" 2000 8'-0' 10'-0' 12'-0" 2000 8'-0' 10'-0' 12'-0' 2000 8'-0' 10'-0' 12'4r 3000 8'-0' 10'-0' 12'-0' 3000 8'-0" 1 -o" 12'-0' 3000 8'-0 10'-0" 12'-0' 4000 8'-0' 10'-0" 12'-0" 4000 8'-0' 10'-0- 12'-0" 4000 8'-0" 10'-0' I 12'-0' PRE -POURED UNREINFORCED 32" X 32"X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 32' X 32'X 8" CONCRETE FOOTINGS .ten. MAXIMUM MAIN SMAXIMUM FOOTING SPACING (In Feet) Main Beam Size - 3 ii v MAIN BEAM FOOTING SPACING (In Feet) Main Beam Sizea z .. MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8'. 10" 12- 8' 10" 12' c3 8" 10" 12' 1000 8'-0" 9'-6' 9'-6" 1000 8'-0' 9'-0' 9'-0" 1000 7'-6' 7'-6' 7'-6- 1500 8'-0' 10'-0' 12'-0' 1500 8.-Y'10'-0' 12'-0" 1500 8'-0' 10'-0' 11'-6' 2000 8'-0' 10'-0' 12'-0' 2000 1 8'-0' 10'-01 12'-0" 2000 8'-0" 10'-0' 12'-0" 3000 1 8'-0" 10'-0' 12'-0' 3000 1 8'-0- 10'-0' 12'-0- 3000 8'-0" 10'-0' 12'-0' 4000 1 ' 8'-0" 10'-0' 1 12'-0' 4000 1 8'-0' 1 10'-0' 12'-0- 4000 8'-0- 10'-0' 12'-0' PRE -POURED UNREINFORCED 36"X 36"X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 36" X 36"X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 36"X 36"X 8" CONCRETE FOOTINGS .. MAXIMUM MAIN BUM FOOTING SPACING (In Feet) Main Beam Size 8' 10' 12' Z.MAXIMUM 0 C .. MAIN B FOOTING SPACING (In Feet) Main Beam Size 8' 10- 12" — 'Sal MUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size a- 8' 10- 12' 1000 8'-0' 10'-0' 1 12'-0- 1000 8'-0' 10'40' 11'-0' 1000 8'-0' 101-0' Er -6- 1500 8'-0' 10'-0" 12'-0' 1500 8'-0' 10'-0" 12'-0" 1500 8'-0' 10'-0' 11'-6' 2000 81-0' 10'-0" 12'-0" 2000 8'-0' 10'-0' 12'-0" 2000 8'-0' 10'-0' 11'-0' 3000 1 8'-0' 10'-0- 12'-0- 3000 8'-0' 10'-0' 12'-0' 3000 8'-0' 101-0' 11'-0" 4000 1 8'-0- 10'-0' 12'-0' 4000 8'-0' 10'-0" 12'-0" 4000 8140" I 10'-0' 1 11'-6' Equivalent round pad size: for 24" round pad, use 20" x 20" charts for 28" round pad, use 24" x 24" charts for 32" round pad, use 28" x 28" charts for 36" round pad, use 32" x 32" charts Multiple Section Installation Manual for WZ-1 F LEETIMMID Page 30 Q� CoV/Vt 0 2= by Fleetwood EnWrprt-e Im TRIPLE SECTION WITH TRANSVERSE ROOF FOOTING CONFIGURATIONS, AT MAINZEAKAND SUPPORT POSTS . ----------+----------- ------------=:: ®SUPPORT POST R LOCATIONS�fo� STp �0 SECTION "A" IN BEAM �Ae 81� i - + MAIN No. 114 ® ® FOOTINGSPROF slot SECTION "B" I FOOTING AT `tNGrN�`�� i ; : r' EACH END OF =- ------------ ----- ---- - -• MAIN BEAMS SEE FLOOR PLAN FOR MIN. SECTION "C"; PIER LOAD CAPACITY UNDER ' SUPPORT POSTS. *f ♦; t l kOOF4LESS PROCEDURE DECK IOPT.1 Main beam footirid configurations and piers can be the same type, configuration and spacing as determined for the main beams for the main sections of the home. • For footing configurations under the piers at each end of the main beams see the tables below: Use the same soil capacity column as used for the main unit beam If roof -less deck is on the end of the tag unit, only the ' main beam footings need be under the deck. The "footings at each end of main beams" will terminate under tag walls. - ®' For the minimum loads for the support posts, review.the first column in the table on the floor plan entitled -. "Minimum Pier Loads (lbs.)". Using the same soil capacity column chosen for the main unit beam footings, select a footing and footing configuration'that meets or exceeds the minimum loads from the table on the floor plan for each support post. See pages 13 and 14 for footing configuration selection. MINIMUM FOOTING CONFIGURATIONS UNDER PIERS AT EACH END OF MAIN BEAMS 4 12 WIDE TRIPLE SECTION 16" x 16" x 4" Concrete Footings 8" x 16" x 4" Concrete Footings 2 z 12 x 24" Wood Footings Soil Section Roof Live Load •Soil Section Roof Live Load • Soil Section Length Roof Live Load Capacity Length Max. Max. (psf) Capacity Length Max. Max. (psf) Capacity Max. (psf) (psfl (ft.) ( psfl (ft.) (psfl (ft.) 20 30 40 20, 30 40 20 30 40 1000 36 Quad Quad Quad 30 2 Triple 2 Triple 2 Triple 1000 22 Double Triple Triple 1000 30 Double Double Double 36 2 Triple 2 Triple WA 36 Triple Triple Triple' 1500 36 Double Double Quad 22 -Triple 2 Double 2 Double 1500 36 Double Double Double 2000 36 Double Double Double 1500 30 2 Double 2 Double 2 Double 22 Single Double Double 2000 36 2 Double 2 Double 2 Triple 36 Double Double Double 30 Single Single Single 300036 Single Single Double 30 Triple Triple Triple 3000 36 Single Single 'Single 2000 4000 36 • Single Single Single 36 ' Triple Triple 12 Double .4000 •36 Single Single Single 30 Double Double Double 3000 36 Double Double Triple + . 4000 36 Double Double Double 13 OR 14 WIDE TRIPLE SECTION 16" x 16" x`4" Concrete Footings '8" x 16" XV Concrete Footings 2 x 12 x 24" Wood Footings soil Section Roof Live Load Soil Section Roof Live Load Soil Section Length Roof Live Load Capacity Length Max. (psf) Capacity Length (pso Capacity Max Max- (psf) (psfl Max. (ft.) (psfl Max.Max. (ft-) (psfl (ft.) 20 30 40 ' :2=030 40 20 30 40 1000 36 Quad Quad Quad 26 2 Triple 2 Triple WA • 26 Triple Triple Triple 1000 36 2 Triple N/A ' N/A 1000 36 Triple Triple N/A 26 Double Double Quad 26 2 Double 2 Double 2 Triple 26 Double Double Double 1500 36 - Double Quad Quad 1500 36 2 Double 2 Triple 2 Triple 1500 36 Double Double Triple • 2000 36 Double Double Double 26 Triple Trip1e 2 Double 2000 36 Double Double Double 26 Single Single Double 26 Single Single Single 300036 Single Double 2000 36 Triple 2 Double 2 Double Double 3000 36 Single Single Double 4000 36 Single ' Double Double 3000 26 36 Double Double LDnubla4Do�uj Triple Triple 4000 36 Single Single Double 4000 36 Double Multiple Section Installation Manual for WZ-1 F gip. - - Page 31 Copyright 0 20M by Fleetwood Enterprise" Im MULTI WIDE SECTIONS RIDGE BEAM SUPPORT POST MATING LINE FOOTING CONFIGURATIONS ---I-------r------1-------;-------r-- :- ; ------ NOTE: THE FOOTING CAPACITY TABLE ON THIS SECTION W': •, PAGE INDICATES THE MAXIMUM LOAD THAT CAN BE _ PLACED ON THE VARIOUS FOOTING ---`-- CONFIGURATIONS. THE MINIMUM LOADS FOR THE B ®' _ RIDGE BEAM SUPPORT POSTS HAVE BEEN ---I-------r------1-------;-------r-----t------- �.;� ESTABLISHED FOR EACH POST ON THE MODEL •SECTIbN "B" ; ; FLOOR PLAN ATTACHED TO THE FLAP IN THE BACK ---I------1------a------;------- E-- {------'-==' OF THIS MANUAL. �I SEE FLOOR PLAN --1-------; ------h:- FOR MIN. PIER LOAD POST DATA SECTION "C" ; CAPACITY UNDER RIDGE LIVE LOAD: 30 LBS. BEAM SUPPORT POSTS a - - - - - -....... - - - - - - I'= - ; SEE FLOOR PLAN FOR MIN. PIER LABEL LOCATION UNIT POST PIER LOAD* 1 LOAD CAPACITY UNDER A A 32 3,200 ® SUPPORT POST SIDEWALLS FOR TRIPLE A B 11 32 SECTION UNITS IF REQUIRED LOCATIONS PROCEDURE 1. The location of the ridge beam support posts are designated by yellow labels along the floor mating line of the home, and on the floor plan by a square symbol containing a letter, for example ©. Post QA is always the first support post at the front or tow bar end of the section. 2. Review the first column in the table on the floor plan entitled 'POST . DATA', for the minimum loads for each pair of support posts. 3. Using the same soil capacity column chosen for the main beam piers, select a footing and footing configuration that meets or exceeds the minimum loads from the table on the floor plan for each mating line pier. 4. The type of pier and footing selected under the support posts are to meet or exceed the minimum loads established for each mating line pier. NOTE: FOR A THIRD SECTION WITH TRANSVERSE ROOF DESIGN SEE PAGE 31 FOR MAIN BEAM AND NOTES SUPPORT POST PIERING REQUIREMENTS. 1. Due to the various loads required by each pair of support posts, footing configurations will most likely be different from post to post. See Example 1. 2. Single -stack concrete blocks supporting mating line footings may be oriented in either direction, either perpendicular to floor rim plate (as shown below) or parallel to rim. EXAMPLE Post ❑E has a minimum pier load of 3,200 lbs. Using 1000 lbs. soil capacity and 16" x 16" x 4" concrete pads, a double 16" x 16" x 4" footing is required under a single block pier at post location FE . SUPPORT POS' DESIGNATED I SINGLE BLOCK PIER CONCLUSION: This footing configurauwi uat, cavy a maximum of 3500 lbs. &Y ONE HOME :CTION SHOWN >R CLARITY DOUBLE 16" X 16" X 4" PAD FOOTING B 14'-11/4" A 7 9,100 B 14'-11/4' B 7 1000 C 30'-41/4" A 7 8,900 C NY -41/4" B 7 2,600 D 44'-W A 32 3,100 D 44'-0'. B 32 5,300 EXAMPLE OF MINIMUM SUPPORT POST LOADS FOUND ON FLOOR PLAN -10,600 3000 FOOTING CAPACITIES MAX. 8" x 16" x 4" CONCRETE PAD Soil Capacity DOUBLE (PSF) PAD TRIPLE 2 DOUBLE PAD PADS 2 TRIPLE PADS 1000 1,700 2,600 3,500 5,200 1500 2,600 4,000 5,300 8,000 2000 3,500 5,300 7,100 -10,600 3000 1 5,200 1 8,000 1 10,600 16,000 4000 7,000 10,600 14,200 21,200 16" x 16" x 4" CONCRETE PAD Soil Capacity (PSF) SINGLE DOUBLE 2 DOUBLE PAD PAD PADS QUAD PADS 1000 1,700 3,500 7,000 7,000 1500 2,600 5,300 10,600 10,600 2000 3,500 7,100 14,200 14,200 3000 5,200 10,600 1 21,200 21,200 4000 7,000 1 14,200 1 28,400 1 28,400 2x 12x24"WOOD Soil Capacityl SINGLE DOUBLE (PSF) I PAD PADS TRIPLE PADS 1000 2,000 4,000 6,000 1500 3,000 6,000 9,000 2000 4,000 8,000 12,000 3000 6,000 12,000 18,000 4000 8,000 1 16,000 1 24,000 Multiple Section Installation Manual for WZ-1 ate® Page 32 CopyrgM 0 2003 by Reetwood E 1,14 es Inc. WOOD WEDGES SECOND PIER _ Center of pier"may be _ 4 I REQUIRE set back a maximum of . ' SINGLE BLOCK DOUBLE BLOCK For multiple piers at G -strap each pier need only support half of the 12" from end of home. ' total support post load. PIER AT END WALL PIER(S) AT SUPPORT POSTS , •, . PIER(S) AT SUPPORT POSTS. t (WITHOUT LABELED G -STRAP) . , (WITH LABELED G -STRAP) MATING LINE SUPPORT POST, PIERS USING CONCRETE BLOCK MAT.ING•LINE ONLY ONE HOME _ ' ONLY ONE HOME SECTION SHOWN. +' SUPPORT SUPPORT --\SECTION SHOWN FOR CLARITY SUPPORT �FOR CLARITY POST OR POSTS" , POSTS Lb_ ,, "a5: =$` MATING SUPPORTSECTION POST MATING r ?!r- t i ��, ,}a Y; �' WALL i. „' LABELED LINE WOOD to ; • '-" *z ' r: ' jr: : '' : ' " G- STRAP(S) a S ; �� I . - WEDGES cv- ; ;'' , rS 's i ; ;; r, ' ;;;"`' GSTRAP WOOD LINE as sc fri SECOND PIER WEDGES `WOOD CAP IF •' ^ Zl- CAP BLOCK it i{t �• ' WEDGES :' ; �t .. 18• •�.; BLOCK =: DOUBLECAp �., �'• MAX' %::,� MAX �;. ,.' CAP t,;-:�;�� `t'�,, • BLOCK PIER BLOCK BLOCK '-'IF REQUIRED be set back a maximum = of.12" from end of home. '== PIER(S) AT SUPPORT POSTS PIERS) AT SUPPORT POSTS' PIE R`AT END WALL (WITHOUT LABELED G -STRAP) (WITH LABELED G -STRAP) SECOND PIER _ Center of pier"may be _ 4 I REQUIRE set back a maximum of . ' SINGLE BLOCK DOUBLE BLOCK For multiple piers at G -strap each pier need only support half of the 12" from end of home. ' total support post load. PIER AT END WALL PIER(S) AT SUPPORT POSTS , •, . PIER(S) AT SUPPORT POSTS. t (WITHOUT LABELED G -STRAP) . , (WITH LABELED G -STRAP) TIEDOWN OF LABELED G -STRAPS AT SUPPORT POST. LOCATIONS _S 014A LABELED G-2' LABELED G-1 STRAPS Fq R\S SINGLE ANCHOR NEED _ STRAPS ONLY DEVELOP 3150 LBS.. STRAPS MUST BE 'ALLOWABLE LOAD.. BOTH STRAPS MAY BE FASTENED TO INDIVIDUAL - a FASTENED TO A SINGLE ANCHORS ANCHOR HEAD. • .�� . � ��Y ., � �„ . Each anchor must develop 3150 lbs. allowable load. No stabilizer plate is required for ground anchor at labeled t, a G -strap along mating line. ' LABELED G-1 STRAPS LABELED G-2 STRAPS ' Multiple Section Installation Manual for WZ-1 ' Fi Page 33 Copyright 0 2003 by Rwt*OW EMmpftw Inc. SUPPORT POST PIERS USING COMMERCIAL. METAL PIERS,, MAT.ING•LINE _ 9•. 9• , ^' _'a ti9 MAX ONLY ONE HOME MAX ONLY ONE HOME 7 ' i SUPPORTSECTION POST r-- SHOWN >t. SUPPORT SECTION SHOWN CLARITYPIER FOR CLARITY RFOR Xe 'ti,, �;�, a S ; �� NPIOATINGST WALL .v LABELED CENTERLINIZ = •," MATING cv- ; ;'' , rS 's i ; ;; r, ' ;;;"`' GSTRAP LINE fri SECOND PIER % ; SECOND PIER IF REQUIRED IF REQUIRED Zl- ; ; �' 18• �t .. 18• •�.; END OF FLOOR =: �., �'• MAX' %::,� MAX �;. ,.' t,;-:�;�� `t'�,, Centerline of pier.may be set back a maximum = of.12" from end of home. '== PIER(S) AT SUPPORT POSTS PIERS) AT SUPPORT POSTS' PIE R`AT END WALL (WITHOUT LABELED G -STRAP) (WITH LABELED G -STRAP) TIEDOWN OF LABELED G -STRAPS AT SUPPORT POST. LOCATIONS _S 014A LABELED G-2' LABELED G-1 STRAPS Fq R\S SINGLE ANCHOR NEED _ STRAPS ONLY DEVELOP 3150 LBS.. STRAPS MUST BE 'ALLOWABLE LOAD.. BOTH STRAPS MAY BE FASTENED TO INDIVIDUAL - a FASTENED TO A SINGLE ANCHORS ANCHOR HEAD. • .�� . � ��Y ., � �„ . Each anchor must develop 3150 lbs. allowable load. No stabilizer plate is required for ground anchor at labeled t, a G -strap along mating line. ' LABELED G-1 STRAPS LABELED G-2 STRAPS ' Multiple Section Installation Manual for WZ-1 ' Fi Page 33 Copyright 0 2003 by Rwt*OW EMmpftw Inc. SUPPORT POST TO BE USED WITH - 8"X 16"X 4- TRIPLE PAD - -16" X 16" X 4' DOUBLE PAD SUPPORT SUPPORT 16"x 16" x 4" CONCRETE PADS 2 x 12 x 24" WOOD PADS POST 4 X 10 BEAM (SPF #2) SOIL CAPACITY (PSF) CO- ; ? 11,700 LBS. MAX. LOAD SOIL CAPACITY 2 EACH DOUBLE (PSF) PADS 4 X 12 BEAM (SPF #2) 5200 1000 7000 15,500 LBS. MAX. LOAD 1000 8000 1500 8000 OOD WEDGES 10,600 15,500• 1500 12,000 2000 10,600 2000 14,200 15,500• 2000 10,600 BLOCK 15,500• 300015,500' 15,500' 3000 13,500• 4000 15,500• 4000 1 15,500' 15,500• 4000 1 13,500• `16 \—SEE TABLES FOR CAPACITIES SEE TABLES FOR TO BE USED WITH: CAPACITIES - 8• X 16" X 4" TRIPLE PAD Twin Concrete Block Piers At Mating Line Support Post -16" X 16' X 4- DOUBLE PAD - 2 X 12 X 24" DOUBLE PAD 4 X 14 BEAM (SPF #2) 13,500 LBS. MAX. LOAD WOOD WEDGES BLOCK L TO BE USED WITH: - 8" X 16' X 4- TRIPLE PAD -16" X 16'X 4' DOUBLE PAD -16" X 16'X 4" QUAD PAD - 2 X 12 X 24" DOUBLE PAD TABLES FOR CAPACITIES Twin Concrete Block Piers At Mating Line Support Post SUPPORT POST 4 X 14 BEAM (SPF #2) 13,500 LBS. MAX. LOAD TO BE USED WITH: - 8"X 16"X 4" TRIPLE PAD rSEEBLES FOR -16" X 16" X 4" DOUBLE PAD CAPACITIES - 2 X 12 X 24' DOUBLE PAD Twin Metal Piers At Mating Line Support Post 8" x 16" x 4" CONCRETE PADS 16"x 16" x 4" CONCRETE PADS 2 x 12 x 24" WOOD PADS SOIL CAPACITY (PSF) 2 EACH TRIPLE PADS SOIL CAPACITY (PSF) 2 EACH DOUBLE PADS 2 EACH QUAD PADS SOIL CAPACITY 2 EACH DOUBLE (PSF) PADS 1000 5200 1000 7000 14,000 1000 8000 1500 8000 1500 10,600 15,500• 1500 12,000 2000 10,600 2000 14,200 15,500• 2000 10,600 3000 15,500• 300015,500' 15,500' 3000 13,500• 4000 15,500• 4000 1 15,500' 15,500• 4000 1 13,500• Note: • - Pad capacity limited by beam capacity. 1. All capacities shown are based on the footing capacity. Individual piers must also be capable of the capacity shown or the configuration must be reduced to match the pier capacity. Multiple Section Installation Manual for WZ-1 Page 34 F®.e CMftM 0.2= by Fleetwood Entarpr w Im . a. SUPPORT POST SUPPORT, POST 2 - 4 X 10 BEAMS (SPF #2) (NOTE 1) 11,700 LBS. MAX. LOAD - 4 X 12 BEAM (SPF #2) (NOTE 1) y 15,500 LBS. MAX. LOAD WOOD WEDGES BLOCK TO BE USED WITH: - 8'X 16' X 4' TRIPLE PAD -16' X '16"X 4' DOUBLE PAD - 2"X 12'X 24' DOUBLE PAD 3 116. SEE TABLES FOR CAPACITIES 2 - 4 X 14 BEAMS (SPF #2) 13,500 LBS. MAX. LOAD (NOTE 1) ?i WOOD WEDGES AP BLOCK TO BE USED WITH: - 8"X 16"X 4' TRIPLE PAD -16' X 16' X 4' DOUBLE PAD - 16" X 16" X 4'QUAD PAD y6• •\�� - 2' X 12' X 24' DOUBLE PAD - EE TABLES FOR CAPACITIES Twin Concrete Block Piers At Mating Line - Support Post With G -Strap NOTE: Double beam must be size shown due to Engineering calculation (shear critical). � Tf�r a ti Multiple Section Installation Manual for,WZ-1 . F EyCW. �' . • - Page 35 Copyright 0 2003 by FWtwood ErhrprISM In FOOTING AND PIERS UNDER THE MAIN BEAMS OF THE PORCH SHOULD BE THE SAME TYPE, CONFIGURATION, AND SPACING AS DETERMINED FOR THE MAIN BEAMS OF THE MAIN SECTION(S) OF THE HOME. FRONT VIEW PERIMETER FOOTING AR_ BE LOCATED'AT EACH PORCH POST LOCATION. SEE PROCEDURE (BELOW) -TO DETERMINE FOOTING Cf)NFIGt1QAT1AN SIDE VIEW CAUTION: AREA UNDER PORCH SHOULD NOT BE GRADED OR ENCLOSED BY A FOUNDATION THAT PREVENTS WATER FROM DRAINING AWAY FROM THE HOME. FOUNDATION OR SKIRTING SHALL FOLLOW THE EXTERIOR WALL OF THE MAIN SECTION(S). NOTE: WHEN A SECTION OF A MULTI SECTION HOME IS ONLY A PORCH, MAIN BEAM AND PERIMETER FOOTINGS AND PIERS ARE DETERMINED AS OUTLINED ON THIS PAGE. PORCH POSTS SUPPORTED BY FRONT OR REAR FULL WIDTH METAL FRAME CROSSMEMBER DO NOT REQUIRE PIERS. PERIMETER FOOTINGS UNDER PORCH POSTS PROCEDURE: NOTES: 1. Determine the design roof live load of the home. 1. Length of porch can be subtracted from length of 2. Determine the soil bearing capacity. main section when determining longitudinal 3. Determine the spacing of the porch posts. tiedown strap requirements. 4. Follow that line across the table to 2. See page 49 to see if longitudinal strap determine the type of footing configuration. requirements apply. PERIMETER FOOTING CONFIGURATION BASED ON PORCH POST SPACING - MAX. 14 WIDE SECTION v $ H � w FOOTING CONFIGURATIONS m� nC a" 16'x16'x4" B'x16'x4' 2x12x24' w U� 2 8 Q o 28 Concrete Pad Concrete Pad Wood Pad 8 to Concrete Pad Wood Pad 1000 SINGLE DOUBLE SINGLE 20, 30 TO 1500 SINGLE DOUBLE SINGLE �` 40 SINGLE 2000 to 2000 to 4'-0' 4000 SINGLE DOUBLE SINGLE DOUBLE 1000 SINGLE DOUBLE SINGLE 1500SINGLE DOUBLE SINGLE 20 DOUBLE SINGLE 30 2000 to 2000 to 4 000 OVER SINGLE DOUBLE SINGLE SINGLE 1000 DOUBLE TRIPLE SINGLE DOUBLE 4'-0' 1500 SINGLE -DOUBLE SINGLE 30 TO 6'-0' 2000 to 2000 to 4000 MAX SINGLE DOUBLE SINGLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 1500 SINGLE DOUBLE SINGLE 40 2000 to 4000 SINGLE DOUBLE SINGLE PERIMETER FOOTING CONFIGURATION BASED ON PORCH POST SPACING - MAX. 14 WIDE SECTION (conrd) `$Z. m FOOTING CONFIGURATIONS a� a o+ , w 3s , 16'x16'x4' 6'x16'x4' 2x12x24' 8 y a° m Concrete Pad Concrete Pad Wood Pad 1000 DOUBLE TRIPLE DOUBLE 1500 SINGLE DOUBLE SINGLE 20 2000 to 4000 OVER SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 6'-0' 1500 SINGLE DOUBLE SINGLE 30 TO 2000 to a000 MAX SINGLE DOUBLE SINGLE 1000 DOUBLE WA DOUBLE 1500 DOUBLE TRIPLE DOUBLE 40 2000 to 4000 SINGLE DOUBLE SINGLE ` Multiple Section Installation Manual for WZ-1 Page 36 FL�n® Copyright 0 2003 by Fleetwood Enterprises Ina DECKS DECK OPENING(S) MAY BE AT VARIOUS LOCATIONS: DECK LOCATION MAY BE ON ONE OR MORE SECTIONS OF HOME. MAID SECTI( �FOOTINGSANDPIERS UNDER THE MAIN BEAMS OF THE FRONT VIEW DECK SHOULD BE THE SAME TYPE. CONFIGURATION AND SIDE VIEW SPACING AS DETERMINED FOR THE MAIN BEAMS OF THE MAIN SECTION(S)OF THE HOME. CAUTION: DECK AREA SHOULD NOT BE ENCLOSED BY A FOUNDATION OR SKIRTING THAT PREVENTS WATER FROM DRAINING AWAY FROM THE HOME. (SEE BELOW). FOUNDATION OR SKIRTING SHOULD FOLLOW THE EXTERIOR WALL OF THE MAIN SECTION(S). 1. Length of deck can bo subtracted from length of main 3: Decorative skirting or underpinning may be used around section when determining longitudinal"tiedown strap the deck area as long as holes or gaps are provided to requirements allow sufficient drainage of rain runoff from under the 2. See page 49 to see if Longitudinal Strap requirements deck. Ground under porch should be graded to prevent apply, water runoff from collecting under rest of the home. _Multiple Section Installation Manual for WZ-1 Page - 37 Fce�� Copyright 0 2003 by Fleetwood Enterprises Inc. Multiple Section Installation Manual for WZ-1 � �COp; Page 38 �� CopyftM 0 2003 by Fleetwood Entwpitm I= CHAPTER 5 INSTALLATION PROCEDURE POSITIONING AND LEVELING OF THE SECTION(S) WHEN SITE PREPARTATION IS COMPLETE AND YOU HAVE SELECTED FOOTING AND PIER , TYPES, YOU MAY NOW BEGIN INITIAL INSTALLATION OF THE HOME. WARNING: THE HOME'S STRUCTURE WEIGHS SEVERAL TONSI ADEQUATE SUPPORT BLOCKING MUST BE USED TO SAFEGUARD PERSONNEL AND THE STRUCTURE DURING ALL INSTALLATION PROCEDURES. PERSONNEL SHOULD NOT BE PERMITTED,TO WORK UNDER THE HOME WHERE THEY MIGHT BE INJURED IF THE HOME ACCIDENTALLY SLIPS DURING THE INSTALLATION PROCESS. - DURING LEVELING, TAKE CARE TO'AVOID STRESSING THE HOME. EXCESSIVE AND/OR NON-UNIFORM JACKING DURING THE LEVELING PROCESS WILL CAUSE THE HOME TO BE RACKED AND TWISTED AND MAY - RESULT IN DAMAGE TO THE HOME. MAIN BEAM !• + ; JACKING PLATE MADE FROM' + 3116" X 4" X 12•-16• LONG + C -CHANNEL. (SUGGESTED +. SIZE: C4 X 5.4 LBS/FT) WARNING: TO PREVENT THE HOME FROM SLIPPING OFF THE JACK, USE JACKING PLATES OR OTHER EQUIVALENT MEANS WHEN JACKING 114• x 1 1n• x 12' MIN. THE FRAME MAIN BEAM. BE SURE TO PLATE ADEQUATELY DISTRIBUTE THE CONCENTRATED LOAD OF THE JACK HEAD TO THE FRAME' MEMBERS. THIS WILL AVOID DAMAGE TO THE 1/6" BEAM AND PRESERVE THE WARRANTY. N SEE DETAIL FOR RECOMMENDED JACKING ®ROUND PIPE (WITH ve• MAX. CLEARANCE FOR JACKING HEAD) PLATE ASSEMBLY. 1�g• x 1" APPROXIMATE DEPTH. ol MAIN BEAM JACKING PLATE ASSEMBLY THIS ASSEMBLY IS NOT PROVIDED BY HOME + MANUFACTURER On multi -section homes, remove all the plastic covering and all shipping braces from the open side of the first section. (You may elect at this time to remove all the plastic covering and braces from the other section or sections.) _ MOVE THE SINGLE SECTION OR THE FIRST SECTION OF THE HOME INTO ITS DESIRED FINAL POSITION. RAISE TOW BAR ' LEVELING WITH JAc►c. , TOW BAR—\ Using the tow bar jack, raise the tow bar to a height slightly higher than the intended height of the footings and piers. Block under the tow bar with 2 x 4's, 2 x 6's or 2 x 12 cribbing SUPPORT WITH 2 X 4. 2 X 6 JACK or attach tow bar to truck/tractor to prevent the Section from BLOCKS OR 2 X 12 CRIBBING SUPPORT falling if the jack fails. (Raise higher with hydraulic jack if ACROSS TOW BAR FRAME OR BLOCK additional height is required.) SUPPORT WITH TRUCK/TRACTOR CONNECTED TO TOW BAR JACKING PLATE Place minimum 12 ton rated hydraulic jacks in front of and MAIN BEAM behind the axle assembly under both main beams. Make AXLE ASSEMBLY—� ` sure these jacks have jacking plates under the bottom main beam flanges and have a firm base under the jacks before raising the remainder of the section slightly higher than the intended height of the footings'and piers. Operate all jacks simultaneously to prevent excessive stress on the main beams. -. FIRM BASE 4 • NOTE FOR JACK - 1 In order to level the section, it Is recommended that a water level method be used to ensure all pier supports are at the same_ height before lowering the section to its final supported position. SEE THE FOLLOWING PAGE FOR THE PROCEDURE ON USING A WATER LEVEL. Multiple Section Installatio_ nWanual for WZ-1 - Page 39 Copyright 0 2003 by RwWwd EnWprhe 1w. 2. 3. 4. 5. 6. 7. POSITIONING AND LEVELING OF THE SECTIONS (confd.) PROCEDURE ON USING A WATER LEVEL Position water container adjacent to the section that permits length of plastic tubing and valve to reach all pier locations. Lay out plastic tubing, away from traffic areas, checking to make sure it is not compressed or kinked. Make sure installation materials are not placed on tubing. Fill container with colored water. Hold the valve below the level of the water container, open the valve to bleed out any air. Close valve. Locate the tubing adjacent to a pier that is set to the desired final height of the home. Position the valve above the pier and open the valve. Move the water container up or down to where the water level in the. tubing is at the desired final height of the pier. Maintain the water container at that position. Close valve. Move tubing to the next pier. Locate the valve above the pier and open the valve. Set the pier height to the level of the water in the tubing. Close the valve. Repeat this step until all piers are at the same level. Lower section onto piers. WIRE OR STRAP TO HOLD 'VALVE ABOVE WATER LINT WATER VALVE LEVEL. WATER WATER CONTAINER.ILINE ' MAIN BEAM PIER. CONCRETE BLOCK SHOWN (TYPICAL) PLASTIC TUBING WATER LEVEL APPLICATION ORaise section and adjust pier wedges in all areas not level or plumb. t`4 After leveling is complete check all windows, interior and exterior doors to make sure they operate freely without binding. OOn multi -sections, install strips of sill sealer around the ceiling (at the ceiling panel location), endwalls and floor mating line. Fasten sill sealer with staples or nails to secure in place. Aerosol dispensed polyurethane foams, such as Enerfoam, or mating line gasket may be substituted for sill sealer. Do not use carpet pad or fiberglass insulation for this application. CAUTION: SPECIAL CARE MUST BE TAKEN TO ENSURE THAT THIS MATING LINE JOINT IS TIGHT TO RESIST AIR INFILTRATION AND MINIMIZE CONDENSATION. Multiple Section Installation Manual for WZ-1 ;ft\ Page 40 Quaw Copy ftM 0 2003 by Reetwwd Ente Om br- + , • • a POSITIONI.NG;AND LEVELING OF THE SECTIONS (cont'd.) CONTINUE AS FOLLOWS FOR POSITIONING NE ONING AND LEVELING THE XT,SECTION. `}. - 3y. NOTE: BEFORE MOVING THE SECOND SECTION INTO POSITION, BE SURE THE GROUND IS LEVEL - WHERE THE INSIDE WHEELS (NEXT TO THE MATING LINE) WILL REST. THIS WILLI HELP IN SLIDING -THE SECTIONS: TOGETHER. t r PROCEDURE Draw the two sections together using chain binder "come -a -longs", rollers or skid boards. 2. •. With ;the two sections together, but with no fasteners installed, check the alignment of the end walls, interior walls, ceiling -and floor.. �. `IJ 3. Position the second section to bring the floor seams flush;'keeping'the roof slightly apart and the end walls f— aligned at.the.floor. At this,time, place piers only under the inside main beam. Fasten the floor together with :. lag screws -per the details on page 43. 4. Close the gap in the ceiling by raising the outside main beam. Use three hydraulic jacks, one placed behind the axles, one in front of the axles, and the third approximately half -way between the front of the axles and front tow bar. Additional jacks may be required along the sidewall to aid in closing up the ceiling gap. 5. Complete the piering under the outside main.beam, if roof alignment is needed, see details below. 6. Fasten the roofs together per the details on page 44 or 45. TO ALIGN;THE ROOF VERTICALLY: PAD ON CEILING SECTION TO BE RAISED NOTE: BE SURE THE CEILING PANELS FROM EACH SECTION ARE FLUSH AT THE MATING LINE BEFORE THE ROOF IS TOTALLY FASTENED. IF THEY ARE NOT FLUSH, ONE PERSON SHOULD WORK INSIDE TO RAISE THE LOW SIDE AS NEEDED BY USING A WOOD OR METAL PAD AT, THE TOP, AND JACKING UNDER A c - WOOD POST OR -SECTION OF STEEL PIPE. PLACE ' THE BASE OF THE JACK ACROSS THE FLOOR MATING LINE TO DISTRIBUTE THE LOADS TO BOTH SECTIONS. JACK AGAINST THE CEILING ONLY IN BASE OVER BOTH AREAS TO BE COVERED LATER WITH TRIM FLOORS AT MATING MOLDING. SEE DETAIL. LINE `Multiple Section Installation Manual for WZ-1 aFL� Page 41 Copyright 0 2003 by Fleetwood EnterprhmUic. POSITIONING AND LEVELING OF THE SECTIONS (cont'd.) TO ALIGN THE ROOF- HORIZONTAL: NOTE: IF THE ROOF OR END WALLS OF THE HOME ARE NOT PROPERLY ALIGNED DURING THE POSITIONING AND LEVELING PROCESS IT IS RECOMMENDED TO USE ONE OF THE FOLLOWING METHODS TO CORRECT THE SITUATION: 1. Roof Racking Plates - To reduce stress cracks that could develop during alignment in drywall homes, use racking plates to move each roof section equally. Position the two plates approximately V to 8' apart and securely fasten each to separate ridgebeams. Connect a chain binder "come -a -long" to each racking plate, and carefully pull the roof section together until property aligned. Note: For safety, chain binders should be oversized but take care not to overstress the roof section. (Cont. on next page) HOLES FOR LAGS HOLES FOR SCREWS 24' LONG ANGLE (APPROX. 3/8- X 4- X 4-) CHAIN CHAIN BINDER f"RAC KING PLATE E BELOW) Roof Racking Plate 2. Floor Jacking - A. IF THE ROOF MUST BE MOVED FORWARD.... With the main beams evenly supported, carefully raise the outside rear comer and lower the outside front comer. The roof should move forward until the end walls become even at the top. When the walls and ceiling joints are even, raise the outside main beam evenly at the front and rear to Gose the ceiling gap. Fasten the roofs together. Return section to level position. B. IF THE ROOF MUST BE MOVED BACKWARD.... With the main beams evenly supported, carefully raise the outside front comer and lower the outside rear comer. The roof should move back until the end walls become even at the top. When the walls and ceiling joints are even, raise the outside main beam evenly at the front and rear to Gose the ceiling gap. Fasten the roofs together. Return section to level position. C. As an alternate, a jack head may be placed at the end of the crossmember on or near the bolts that secure the endwall to the crossmember. Jacking at this location distributes the loads more equally throughout the structure. 3. If nails and staples are not removed from the centerline of the home, movement of the two sections is substantially prohibited. Properly placing a wooden rod, such as a clothes pole or broom handle, can make movement of the two sections easier. IF THE HOME IS COMPRISED OF MORE THAN TWO SECTIONS, REPEAT THE PROCEDURE OUTLINED ON THIS PAGE AND THE PREVIOUS PAGE. Multiple Section Installation Manual for WZ-1 FL EEFWoDD Page 42 haaaiia� Copyrtht 0 2003 by Fleetwood Enterp tses Inc, _ FLOOR CONNECTIONS : JJ y I y. *—MAING LINE GASKET FOS 318' X 6' MIN. LAG SCREWS. , RECESSEDHEADS INTO FLOOR OOR DECKING `�� DECKING. FILL RECESS WITH •' p1� WOOD PUTTY OR WATER BASED PUTTY + I 112 THE DISTANCE MATING LINE OF MAXIMUM 0 FLOOR DECKING .SPACING IN TABLE • G 60 t YI DETAIL 'A' METHOD 1 LAG SCREW MAXIMUM SPACING /L\ IMATING LINE GASKET n (r FLOOR DECKING I 1 1 36' , 18' I 2 X RIM PLATES ALONG . MATING LINE 318'X 6' MIN. LAG SCREWS. - (MAX. SPACING PER TABLE) DETAIL V t Note: • 1. Bottom board not shown for clarity. ' 2. Holes in bottom board created by lag screws must be patched with a vinyl tape designed for repairing tears or holes. z METHOD 2 WHEN THE TWO SECTIONS ARE IN PLACE (ALIGNED AND LEVELED), CLOSE UP THE GAPS BETWEEN FLOORS (1- WIDE MAXIMUM) WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME WITH LUMBER OR PLYWOOD SHIMS. THE LAG SCREWS IN THE SHIMMED PORTION MAY NEED TO BE LONGER BY THE THICKNESS OF THE SHIM TO ENSURE THAT THEY ENGAGE BOTH OF THE FLOOR RIM PLATES. MATING LINE GAP FILLER 1/2 THE DISTANCE OF MAXIMUM SPACING IN TABLE MATING LINE GASKET FLOOR DECKING SEE TABLE FOR MAXIMUM SPACING 2 X RIM PLATES ALONG MATING LINE 318' X 3- MIN. LAG SCREWS. Note: (SEE TABLE FOR SPACING) 1. Bottom board not shown for clarity. 2.- Holes in bottom board created by lag', screws must be patched with a vinyl tape designed for repairing teirs or holes. METHOD 3 ' INTERIOR SUPPORT POST FASTENING } All Interior ridge beam support posts are required to be screwed together.* #8 X 4' WOOD SCREWS AT 16' ON CENTER. EITHER FASTENING LOCATION SHOWN IS ho. 11481 . ACCEPTABLE. IF POST IS . Vii' PROF ASS CONSTRUCTED FROM 2 X 4'S OR 2 X 6'S USE TOE -SCREW LOCATION. C 6yGlN%�� When either or both support posts have gypsum between MATING LINE them use longer screws to connect posts. • - Ridgebeam support posts which are not at the end of a wall or which do not align with a support post on the opposite half need not be fastened together. .. FAR \C -INTERIOR SUPPORT POST � CONFIGURATIONS (TYPICAL) Multiple Section Installation Manual for WZ-1 Page 43 FLEErWOM - - Copyright 0 2003 by Fleetwood Enterprises Ina SHINGLE ROOF CONNECTION CAUTION A PROTECTIVE COVERING MATERIAL (PLYWOOD, POLYETHYLENE, OR SIMILAR MATERIAL) MAY HAVE BEEN INSTALLED ON TOP OF THE SHINGLE ROOF AT THE FRONT OF THE HOME AND ALONG FORWARD FACES OF ANY DORMER. THIS MATERIAL WAS INSTALLED TO PREVENT SHINGLES FROM BLOWING OFF DURING TRANSIT. SEAL HOLES RESULTING FROM ANY FASTENERS USED TO SECURE THIS MATERIAL TO THE ROOF WITH A SILICONE OR ASPHALT -BASED SEALANT. LIFT THE TOP LAYER OF SHINGLES AND APPLY SEALANT.TO THE HOLES IN THE SECOND LAYER OF SHINGLES ALSO. NOTES: 1. In addition to the lag screws required along the roof mating line, install a minimum 8' wide by 30 ga. minimum thick flashing along the roof ridge and fasten to the roof sheathing with minimum 1' crown x V length 16 ga. staples along each edge at 3" o.c. maximum (14 Wide max.) or 2 staples along each edge at 21/2' o.c. maximum (16 Wide max.). Fasteners may be staggered. 8' x 30 ga. Ironwood metal flashing must be fastened to the roof deck using 1" x 1' x 16 ga. staples. 2. This method may be used on homes whose sections are 16 feet maximum wide with rafters spaced 24' o.c. maximum. 3. Any manufacturing facility Installed labeled G -straps found along the mating line are intended for shear wall tiedown only and shall be secured to a ground anchor. 4. Metal flashing may be located either directly below (as shown) or directly above "ply -dry" strip. 8' X 30 GA. MIN. GALV. METAL FLASHING. (OVERLAPS ARE PERMITTED BUT NO GAPS ARE PERMITTED) FASTEN WITH 1' X 1' X 18 GA. STAPLES; .123' DIA. X 1/2" HEAD X 1 1/4' LONG ROOFING NAILS, OR #8 X 1 114' SHEETMETAL SCREWS AT W O.C. ALONG EACH EDGE OF FLASHING. SEE NOTE 1 FOR 30 GA. MATERIAL FASTENING AND INFORMATION ON t6 WIDE FASTENERS OQ` LINE Detail - B (14 wide max.; 4RIDGE BEAM TOP DS OR R CHORDS BEA -- WHEN THE TWO SECTIONS ARE IN PLACE (ALIGNED AND LEVELED), CLOSE UP GAPS BETWEEN RIDGE BEAMS (1-11T WIDE MAXIMUM) WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME WITH LUMBER OR PLYWOOD SHIMS. THE LAG SCREWS IN THE SHIMMED PORTION MAY NEED TO BE LONGER BY THE THICKNESS OF THE SHIM TO ENSURE THAT THEY ENGAGE BOTH TOP CHORDS OF THE RIDGE BEAMS OR BOTH FILLER CHORDS. Detail - A Detail - C (16 wide END WALL CONNECTION MATING LINE EXTERIOR SIDING I OR EXTERIOR SIDIN I I UNDERLAYMENT I I I I I I I I 24" MAX. #8 x 4" WOOD SCREWS TOE -SCREWED AT 24' O.C. STAGGERED BEAM WHEN THE TWO SECTIONS ARE IN WITH WASHER THROUGH y ESQ PLACE (ALIGNED AND LEVELED), I BEAMS. LAG SCREW MUST CLOSE UP GAPS BETWEEN RIDGE BOTH RIDGE BEAMS AND WEB OF OPPOSITE RIDGE RAFTER BEAMS (1- WIDE MAXIMUM) WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME WITH LUMBER OR PLYWOOD SHIMS AND FASTEN TO 1/2 THE DISTANCE OF MA HOLD IN PLACE. CEILING SPACING IN TABLE (FOR GAP AT ROOF PEAK BOARD SEE DETAIL A) MATING LINE GASKET 10' STRIP OF 10" STRIP OF "PLY -DRY" "PLY -DRY" 30 GA. MIN. FLASHING 30 GA. MIN. FLASHING (SEE NOTE 1 AND 4) (SEE NOTE 1 AND 4) 2FASTENERS 3" MAX. AT 2 1/2' MAX. r y ,... ,,. ♦r - .ter r /2' MIN. �12o MIN. LINE Detail - B (14 wide max.; 4RIDGE BEAM TOP DS OR R CHORDS BEA -- WHEN THE TWO SECTIONS ARE IN PLACE (ALIGNED AND LEVELED), CLOSE UP GAPS BETWEEN RIDGE BEAMS (1-11T WIDE MAXIMUM) WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME WITH LUMBER OR PLYWOOD SHIMS. THE LAG SCREWS IN THE SHIMMED PORTION MAY NEED TO BE LONGER BY THE THICKNESS OF THE SHIM TO ENSURE THAT THEY ENGAGE BOTH TOP CHORDS OF THE RIDGE BEAMS OR BOTH FILLER CHORDS. Detail - A Detail - C (16 wide END WALL CONNECTION MATING LINE EXTERIOR SIDING I OR EXTERIOR SIDIN I I UNDERLAYMENT I I I I I I I I 24" MAX. #8 x 4" WOOD SCREWS TOE -SCREWED AT 24' O.C. STAGGERED LAG SCREW MAXIMUM SPACING WIND WITH WASHER THROUGH y ESQ TOP CHORD OF BOTH RIDGE I BEAMS. LAG SCREW MUST ENGAGE TOP CHORD OF BOTH RIDGE BEAMS AND WEB OF OPPOSITE RIDGE \ BEAM (SEE DETAIL W). LAG SCREW MAXIMUM SPACING WIND MAX. O.C. r STAGGERED ZONE SPACING I 36" ' 18" TAR TABS OF LAST, FULL RIDGE CAP RIDGE J TYPICAL EACH DE PEAK \,N1N;1 (COVER WITH ROOFING CE. ', C e CEMENT.) 001- Final Ridge Cap Installation Multiple Section Installation Manual for WZ-1 F� p Page 44 Copyright 0 2003 by Reetweea EMeryAsea Ina i a ALTERNATE ROOF, CONNECTION REQUIRED FOR TJI RIDGEBEAM t ' 3 PART RIDGE,CAP AS s ' SHOWN :ON PAGE 44. FASTEN• 1 1/2' X 18'X 26 GA STRAP TO EACH 24'0:C." RAFTER TOP CHORD WITH 9 -.082 X 1 1/2' NAILS OR SHINGLES 9 -1' X MIN. 1:1/2'X 16 GA STAPLES EACH SIDE FOR WZ-2. FASTEN 1.1/2' X 18'X 26 GA STRAP TO EACH,16' O.C. UNDERLAYMENT RAFTER TOP CHORD WITH 8 -.082 X 1 1/2' NAILS OR 8 —1' X MIN. 1 1/2"X 16 GA STAPLES EACH SIDE FOR WZ-2. • I 1 BEND, UP FLAPS. lo (ONE END OF STRAP APPLIED BY MANUFACTURING CENTER) 1 RAFTER KING POST I 1 RIDGE BEAM WEB Peak Connection ' Notes: 1. Lag screw connections shown on page 44 are not required With this.detail. Multiple Section Installation Manual for WZ-11$ WZ-III . Fra Page 45 Copyright 0 2003 by Fleetwood Enterprises Inc, GROUND ANCHORS Ground anchors and tiedown straps, in addition to the piers, are installed to resist lifting, sliding and overturning forces resulting from high winds. On multi -section homes, sections must be fastened together end level before tiedownstraps are installed. WARNING: A SUPPORT SYSTEM MUST BE INSTALLED WITH TIEDOWNS TO MEET FEDERAL INSTALLATION GUIDELINES. BEFORE GROUND ANCHOR INSTALLATION, DETERMINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATER LINES OR SEWER PIPING.- FAILURE TO DETERMINE THE LOCATION OF UNDERGROUND UTILITIES, ESPECIALLY ELECTRICAL CABLES, MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH., NOTE: THE TYPE OF GROUND ANCHORS SHOWN ARE TYPICAL. OTHER TYPES OF ANCHORS MAY BE USED PROVIDED THE MANUFACTURER'S INSTALLATION INSTRUCTIONS MEET THE SPECIFICATIONS AS OUTLINED ON PAGE 5. GROUND ANCHOR INSTALLATION a) Install end of anchors below the frost line. b) Install end of anchors 12 inches above the water table. c) Install anchors to their full depth. d) Install stabilizer plates to provide added resistance to anchor head movement. The use of stabilizer plates are required when anchor straps are loaded in any direction other than vertically. Consult anchor manufacturers installation instructions for additional guidance. e) ,install ground anchors according to the manufacturers instructions. 1. Install anchor at a slight back -angle away from home to a depth of approximately 18 inches. 2. Poston stabilizer, plafe,vertically approximately 2' to 3' from anchor shaft. & Drive stabilizer plate into the ground until it is at or slightly below ground level. 4. Continue to screw anchor into ground until head is level with top -of stabilizer plate. 5. After anchor strap is installed in anchor head, tighten strap until head,has moved flush with the stabilizer plate. GROUND ANCHOR MAY BE INSTALLED VERTICALLY . WITHOUT STABILIZER PLATE AT LABELED G -STRAPS ALONG MATING WALL OR SIDEWALL. Proprietary Foundation Systems Any commercial, proprietary foundation system may be used for support of the home for gravity and/or wind loads as long as it complies with all of the following: ° . . • Listed by a: nationally recognized third -party • Evaluated and approved by a professional engineer (any state). • Installed in complete accordance with the foundation manufacturers instructions. INITIAL GROUND ANCHOR POSITION (NOTE d) Multiple Section Installation Manual for WZ-1 p FLE'` Page 46 - Copyright 0 2(103 by Fleetwood Enterprises Inc, TIEDOWN STRAP SPACING aI MAXIMUM TIEDOWN STRAP SPACING MULTI -SECTION WZ 1 Nominal Height from ' Near Second Floor ground to bottom of main Beam Beam (ft) beam (inches) Method Method 10 8' to 80' N/A .11'-8' 12 8' to 18' . ' "12'4' zone to determine the strap spacing. 19' to 80' N/A 111-8' 13 8' to 18' 12'-0' 6 The strap spacings shown apply to homes with ` S. 19' to 24' 91-0' a – shown up to 10% as long as the average spacing 25' to 80' N/A 111-8' 14 8* to 18' 14'-0' – 19' to 36' 10'-0' – 37' to 80' N/A 11'-8' 16 8' to 18' 13'-0' – �� V�STFRF 19' to 36' 101-8' – BEAM 37' to 48' 9'-6' – 49' to 80' N/A 111-8' Multiple Section Installation Manual for WZ-1 F% _ Page 47 Cgwrl&t 0 2003 try Fleetwood Ent es Im By following the methods In the charts above the , ` s - strap angle for the near beam method will not exceed 55 degrees from the horizontal. i PROCEDURE: " 1. Over the length of the home, find the furthest distance 6. Approximately half of the length of the home may be at the bottom of the main beam is from the ground. one anchor spacing and the other half may be at a 2. Measure that distance and locate that height in the different anchor spacing, based on the highest ground table. Do not measure at limited localized to main beam distance in each portion. 3. depressions under the home. Follow that line across to the appropriate wind 7. Heights are measured from ground to bottom of main zone to determine the strap spacing. beam but anchor strap must connect to the top of main beam.' ' 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 6 The strap spacings shown apply to homes with ` S. The spacing for any strap may exceed the spacing maximum 901n. high sidewalls and maximum 4:12 roof shown up to 10% as long as the average spacing slopes. See supplemental Information If these values are exceeded. does not exceed the spacing shown. , ,.^ R.^ TIEDN �� V�STFRF S TIiAP - BEAM No. 11481. t 6' MAX IN FROM PIER ' _� i' PROF�,SSIONA EDGE OF FLOOR— kMIN — • l/ - FN�lNE` �V � - , TYPICAL STRAP INSTALLATION - _ REQUIRED ON BOTH SIDES OF HOME 1 Multiple Section Installation Manual for WZ-1 F% _ Page 47 Cgwrl&t 0 2003 try Fleetwood Ent es Im TIEDOWN STRAPS Marriage line pier nnrhnrc nmifted f TAG'UNITS -SECOND BEAM METHOD: Double Section With Tag Multiple Section`'. Installation Vanual for WZ-1 Ew►rMD` Pae .48 .. LONGITUDINAL TIEDOWN STRAPS AT FRONT AND REAR'OF THE HOME MATING LINE OR SIDEWALL_ -- GROUND ---- — ANCHOR H f - I FLOOR r'" 'MAIN BEAM—\ PERIMETER '' •.•' SEE NOTE 41 NUMBER OF STRAPS REQUIRED AT EACH END OF HOME ul z i 3 N NUMBER OF SECTIONS MAX. SECTION IDTt 12' 14, 16' both ends of outer most main beam of the Tag Section. DOUBLE 3 3 4 Treat main section separately as a Double or Triple In a TRIPLE 4 5 , 6 accordance with -the table.' TAG 2 2 Notes: 'Design not available I ,30" t 6; 1. Always install Longitudinal Tle avid Anchor Assembly on (TYP) CONNECTOR ' I both ends of the outer most main beams of home. SEE NOTE 3 AND 5 Where 3, 4, or 5 Longitudinal Ties & Anchors are required, install on. both ends of inner main beams. 7L APPROx. 60 � GROUND (TYP. EACH STRAP) CHOR 2. Always install Longitudinal Tie & Anchor Assembly on I both ends of outer most main beam of the Tag Section. (NOTES 3 8 4) Treat main section separately as a Double or Triple In a accordance with -the table.' 3. Ground anchor should be a min. of 48" from any mating line anchor and a min. 24" from any sidewall anchor. MAIN BEAM FRONT OR REAR CROSSMEMBER. Connectors may be located along main beam far enough (MAY BE OTHER back to allow clearance. "D" CONFIGURATION 4. Anchorage strap and accessories should be for "H" (SEE NOTE 6)THAN SHOWN). min. 4725 lbs. capacity at a 45" angle to the. ground. (SEE NOTE 6) GROWL 5. Attach strap to slot of min: 3150 Ib: rated capacity TIEDO connector (min. 1.5 factor of safety) welded to the bottom STEP A flange of the main beam. 6. Distance ('D") from anchor head to connector slot should be greater than height ("H") of main beam to ground GROUND ANCHOR level. AND STABILIZER PLATE 7. The strap spacings shown apply to homes with maximum 90" high sidewalls and maximum 4:12 roof slopes. See supplemental information if these values are exceeded. TRIPLE 4,5 OR 6 TIES PER END (Interior Us locations may vary) DOUBLE 3 OR 4 TIES PER END IIS I� �I X11. II I II II II II � I II II Ir II II � II II II it 11' II it II II II II . 'll II • ll• II II II II II II - II II II II II •II II TAG 2 TIES PER END (Anchors for maKunit not shown for clarity) n � II �� n II II II II I�� II II II II II �I II II II II II II II II II II II J II II � II 11 II II II II Nil I II II II II II II 4 II �II II II II II. • II II II 4 � II II II II II II II II II II II II II Multiple Section. Installation Manual for WZ-1 Page • 49 Copyright 0.2DO3 by FlaetwoW Dftr"W Inc. . TYPICAL MAIN BEAM TIEDOWN STRAP INSTALLATION INSTRUCTIONS OTHER METHODS CONNECTING STRAP TO TOP OF MAIN BEAM MAY BE USED OWrap Strap Around Main Beam NOTE: Regardless of suppliers recommendations, the strap must be connected to the top of the main beam to prevent damage to the. structure. 3 Insert the tension bolt into the anchor head and loosely attach the hex nut. OOnce tensioned to the point that counter -clockwise resistance appears, a 5/8" open end wrench should be used to hold the square neck while repositioning the 15/16" tensioning wrench which will enable continued and final, tensioning. Repeat as required. I 1 I I 1 I I J OConnect hook to top of main beam and connect other and of strap to anchor head. OPlace the strap through the slotted shank of the tension bolt and.bend up to 90". OOnce fully tensioned, align the square neck of the bolt with the square recess in the anchor head and tighten the hex nut. This will draw the two together and lock the system into irs final position. CAUTION DO NOT TENSION TIEDOWN STRAPS ON ONE SIDE OF HOME ONLY. IF TENSIONING IS NOT PERFORMED EQUALLY ON ALTERNATE SIDES, THE HOME MAYBE PULLED OFF ITS SUPPORTS. OWith the use of a 15/16" socket or open end wrench, rotate in a clockwise manner wrapping the strap around the tension bolt. If approved by the manufacturer, double head anchors may be used for both diagonal and vertical tiedown strap tensioning. It is recommended that the diagonal tiedown strap be tensioned first. Follow Steps 4 through 8 to install straps to anchor head. Multiple Section Installation Manual for WZ-1 FLEETWCOR Page 50 Copyright 0 2003 by Fleetwood Enterprises Inc. CPVC Water Distribution System Crossover Connections PROCEDURE: 1. Each access panel is labeled'REMOVE ACCESS FOR PLUMBING'. 2. Remove access panels from each section. 3. Remove caps and plugs on ends of crossover fittings. 4. Verify that each swivel fitting has a rubber washer inside. 5. Connect the hot and cold water pipes using the connectors installed on the ends of the pipe. The connector fittings are designed to be used. without any lubricants or sealants. 6. Reposition the insulation around the pipes and replace the access panels. MATING LINE RIM PLATES ACCESS PANELS RUN THE PIPES THROUGH THE HOLES IN THE RIM PLATES TO MATING LINE THE NEXT SECTION. AND RIM PLATES CONNECT PER STEP 5. / ACCESS PANEL ACCESS PANEL FRAME FRAME ® Connection Under Mating Line Rim Plates (1/2" CROSSOVER FITTINGS SHOWN) cM ACCESS PANELS Connection Through Mating Line Rim Plates (1/2" CROSSOVER FITTINGS SHOWN) WRAP WITH TEFLON TAPE (TYPICAL BOTH HOT AND COLD CROSSOVERS) 3/4" FEMALE TRANSITION FITTING 3/4' TRANSITION UNION �CX4 0 00 qDD � V J 3/4' TRANSITION UNION 3/4' FEMALE TRANSITION FITTING 3/4" Crossover Connection Fittings Note: AS an alternate crossover connection a 3/4" water heater flex connector with 3/4' male transition adapters at each end may be used (typical for both hot and cold). DRAIN PIPE CROSSOVER CONNECTIONS See information and diagram of site installed drain piping on page 56. cj;�DRAIN PIPE COUPLING PROVIDED. FASTEN TO PIPING WITH CLAMPS DRAIN PIPE O COUPLING PROVIDED. CEMENT COUPLING TO END OF PIPES. CAUTION: SPECIAL ADHESIVES ARE REQUIRED FOR CONNECTING PVC AND ABS DRAIN PIPE. Multiple Section Installation Manual for WZ-1 Page 51 ►m23byFMEn*,Mmhr, GAS CROSSOVER CONNECTION USING QUICK DISCONNECT If a quick disconnect is used to connect the gas. crossover -it will be located below the floor structure at the mating line of the home. PROCEDURE: 1 Remove any dust caps in place. O2 With one hand, pull back on quick disconnect device, snap over quick disconnect adapter and release to complete crossover connection. The quick disconnect fitting is designed to be used without any lubricants or sealants. NOTE: DO NOT USE TOOLS TO CONNECT OR DISCONNECT THE QUICK DISCONNECT DEVICE f. LISTED QUICK DISCONNECT FLEX CONNECTOR =EXTERIOF DEVICE INSTALLED TO SEAL FITTING TO MATCH PIP COSUPPLY SIDE SIZE FOQUICK DISCONNECT PIPE FROM SUPPLYADAPTER TO MATCH CONNECTION 2 PIPE SIZE — DIRECTION OF FLOW GAS CROSSOVER CONNECTION USING MANUAL SHUTOFF VALVE BOTTOM NON -DISPLACEABLE FLARE TO MALE PIPE FLARE TO FEMALE BOARD ROTOR (NDR) VALVE THREAD ADAPTER IPE THREAD FITTING ADAPTER FITTING „m�►m�►fit►m �� mr -DIRECTION OF FLOW - NIPPLE) J FLEX CONNECTOR SIZED TO MEET BLACK C BTUH REQUIREMENTS) PROTECTIVES LpROTEGTIVE COVERING (PLUG) COVERING (CAP) Notes: 1. If fuel gas piping is required in more than one section of a home, the crossover assembly items necessary to complete the connection shall be factory Installed. 2. Gas valve and flexible connection must be listed and approved for exterior use. Procedure: 1. Remove the installed black cap and nipple (or any other plug, such as a black iron plug) to provide a positive seal on the supply side. 2. Make the necessary connections and check for leaks. Multiple Section Installation Manual forWZ-1 Fie�wooD Page 52 htmFIN!EntaquisesInc mace. NOTE: CROSSOVER DUCTS TO BE INSULATED WITH MATERIAL HAVING A MINIMUM R-4 VALUE. V -BOX ADAPTERS FLEX V -BOX ADAPTER i i Y -BRANCH f CONNECTION TO FLEX DUCT VINYL FLEX Y -BRANCH i i .Y -BRANCH CONNECTION TO FLEX DUCT Follow steps 1 thru 6 for connection of flex duct to these type of connectors. ARRANGE DUCT UNDER FLOOR SO — IT IS NOT COMPRESSED OR KINKED IN ANY LOCATION CAUTION DO NOT PERMIT DUCT • TO REST ON THE GROUND. SUPPORT OFF THE GROUND WITH TREATED WOOD, CONCRETE BLOCK MATERIAL OR OTHER ALTERNATE MATERIALS `DUCT SUPPORTED OFF, THE GROUND EARANI -,Multiple Section Installation Manual for WZ-1 Page 53 . '. • • .. , • Copyrightm 2003 by Fleetwood EntmW" Irhw._, HEAT. DUCTiCROSSOVER CONNECTION PROCEDURE: ?, \ O Locate duct collars that extend below the bottom board material on each section. Remove shipping close-up \ material from collars. \ O Pull'vinyl jacket and insulation back from core. Slide at 2 least 1° of core over collar and up against bottom board material. 1; OSeal core to collar with at least 2 wraps of listed duct tape. Secure core to collar with galvanized metal strap and sheet metal screws or plastic tie strap. 4O. Pull vinyl jacket and insulation up over collar and -flush' ` - to the bottomboard material. \- 5 • O Wrap duct tape around the vinyl -jacket at least 2 times \ at the collar. (A mechanical clamp or plastic tie strap \ may also be used in place of, or in combination with, tape.) Make sure the bottomboard is sealed around the crossover duct vinyl jacket. 4 6 Arrange duct so that It reaches the other section of the home without any kinks or bends in the duct. Cut off and discard excess duct material to improve airflow. 7 Repeat steps 1 thru 5 at collar on other section or . + " sections of home. Some homes may require the connection of a metal V -box adapter or vinyl flex Y -branch at the collar under the fu mace. NOTE: CROSSOVER DUCTS TO BE INSULATED WITH MATERIAL HAVING A MINIMUM R-4 VALUE. V -BOX ADAPTERS FLEX V -BOX ADAPTER i i Y -BRANCH f CONNECTION TO FLEX DUCT VINYL FLEX Y -BRANCH i i .Y -BRANCH CONNECTION TO FLEX DUCT Follow steps 1 thru 6 for connection of flex duct to these type of connectors. ARRANGE DUCT UNDER FLOOR SO — IT IS NOT COMPRESSED OR KINKED IN ANY LOCATION CAUTION DO NOT PERMIT DUCT • TO REST ON THE GROUND. SUPPORT OFF THE GROUND WITH TREATED WOOD, CONCRETE BLOCK MATERIAL OR OTHER ALTERNATE MATERIALS `DUCT SUPPORTED OFF, THE GROUND EARANI -,Multiple Section Installation Manual for WZ-1 Page 53 . '. • • .. , • Copyrightm 2003 by Fleetwood EntmW" Irhw._, ELECTRICAL CROSSOVER CONNECTION WITH WIRE CONNECTORS BOXES LOCATED ON SAME SECTION AS MAIN PANEL BOX BER OF CROSSOVER BOXES VARY MATING LINE RIM PANEL NOTE: SOME HOMES MAY HAVE MORE THAN ONE CROSSOVER. CHECK ALONG MATING LINE FOR OTHER LABELED ACCESS PANELS. BLK :GRD BLK Y—GRD ---GROUND LUG (METAL BOXES ONLY) SINGLE 15 OR 20 AMP CIRCUIT 14-2 OR 12-2 WITH GROUND APPROVED CONNECTORS APPROVED PLASTIC R METAL BOX (TYPICAL) RED RVWHT RED CLAMPS PER TYPE EB�J _ _ __ _ ` f BOX USED (TYPICAL) GRD GRD V --GROUND LUG (METAL BOXES ONLY) 240V APPLIANCE CIRCUIT PROCEDURE: 1. Each access panel is labeled: REMOVE ACCESS FOR ELECTRICAL 2. Remove access panels exposing boxes on one section and coiled wire from opposite section. 3. Remove blank covers from boxes exposing wiring with approved connectors attached. 4. Wiring on both sections are identified by like . colors (see code below) for correct connection of circuits. 5. Remove the wire connectors from the wiring in the boxes and connect the same colored circuits together. (Use knock outs and approved clamps to enter boxes and secure wires). Secure wiring entering the boxes within 8" of the box with Romex staple. 6. When all connections have been made, replace the blank covers on all boxes, reposition floor Insulation and replace the access panels. CAUTION VERIFY THAT ALL CROSSOVER CIRCUITS PROTECTED BY A GFCI (GROUND FAULT CIRCUIT INTERRUPTER) ARE CONNECTED TO THE PROPER CIRCUIT CONTINUATION BY IDENTIFING THE CORRECTLY MARKED CIRCUIT WIRES. WIRE CODE BLK = Black WHT = White RED= Red GRD = Ground CONNECTORS , YY^WHT BLK BLK 00 GRD WMT yyf• BLK BLK 00 L -GROUND LUG (METAL BOXES ONLY) DOUBLE 15 OR 20 AMP CIRCUITS 14-2 OR 12-2 WITH GROUND. CONTINUOUS ELECTRICAL GROUND CONNECTION REAR MOST OUTRIGGER OR PROCEDURE: CROSSMEMBER AT MATING LINE MATING LINE 1- Uncoil and secure loose end of ground wire to solderless lug on adjoining section or sections. 2. Make sure screw in solderiess lug is tight against ground wire. 3. Be sure wire is snug against structure for protection. 4. Repeat procedure for triple section homes. Multiple Section Installation Manual for WZ-1 FieETvli=. Page 54 CopyeGM 0 2003 by Fleetwood Entwpftw I= ■ w. Multiple Section Installation Manual for WZ-1 =- Page 55 : - ;Fc . - .. Copyright 0 2003 by Fleetwood Enterprises Inc. INSTALLATION INSTRUCTIONS FOR SITE INSTALLED DRAIN WASTE SYSTEMS Due to possible damage during transit, portions of the drain waste system that are below the floor may not have been installed at the home manufacturing facility. All materials required to complete the system have been shipped as loose items in the home. To ensure the drain waste system is installed correctly, please read the following instructions before starting work to familiarize yourself with the proper sequence of steps. BEFORE YOU BEGIN 1. Locate the drain waste plumbing schematic attached to the flap at the back of this manual and carefully review the layout. All drain piping and fittings marked with an asterisk (') on the schematic drawing are to be installed. 2. Lay out all loose plumbing parts on the ground under the home in correct relationship to the drain waste schematic drawing. To insure the correct flow of waste in the assembled drain system, use all piping and fittings exactly as indicated. PROCEDURE: O1 Remove shipping covers from all exposed piping or fittings that extend below the bottomboard. O2 Inspect piping and fittings to be sure they are clean and free of burrs. O3 Be sure to connect all pipe and fittings according to the cement manufacturers instructions that are provided. ® Start the drain assembly at the most remote exposed piping dropout from the outlet and work towards the outlet location. 5 Use temporary blocking or support for the assembled drain piping to achieve a slope towards the outlet of at least 1/4 inch per foot. If a crossover connection is required use one of the methods shown on page 51. 7 When all connections have been completed, relocate the temporary slope blocking to no more than 4 feet apart for permanent drain piping support. (See diagram on page 57 for recommended method of support). BOTTOM BOARD OF HOME (TYPICAL) BOTTOM BOARD OF HOME (TYPICAL) START HERE 'VLCJ\I\VVI �vO 1 6 G(�O� F 1 2 1 p�� (TYPICAL) FINISH HERE a OUTLET � CROSSOVER CONNECTION EXAMPLE OF SITE INSTALLED DRAIN PLUMBING Multiple Section Installation Manual for WZ-1 F�BEfVVd0p Page 56 ®" Copyright 0'2003 by Fleetwood Enterprises Inc. DRAIN PIPING SUPPORTS J , ANGLE ROSSMEMBEF O (TYPICAL) PLUMBERS TAPE, OTTOM BOARD PLASTIC STRAPPING OR M .'to IN 1 X 3 LUMBER OTHER SUITABLE -1t ' G MATERIAL (TYPICAL) MSM DRAIN PIPE WITH MINIMUM 1/4' SLOPE TOWARDS OUTLET DRAIN PIPING SUPPORTS INSIDE OF MAIN BEAM 1O Add minimum 1 x 3 lumber between frame angle'crossmembers directly above drain piping by pushing up on the bottomboard and resting the lumber on the top or inside of the angle leg as shown. 0 Wrap support strapping around piping and fasten strapping to wide face of framing material with screws. 3 Other methods to provide support may be used to maintain minimum pipe slope requirements. There is no maximum drain slope. 4 Protect lumber material from moisture. O5 For drain configuration shown above, the fitting must be Long Tum Elbow only. LOOR RIM PLATE PLUMBERS TAPE, PLASTIC LOOR JOIST (TYPICAL) STRAPPING OR OTHER OTTOMBOARD SUITABLE MATERIAL FASTENED TO FLOOR JOIST THROUGH BOTTOM BOARD 9;p� (TYPICAL)/ DRAIN PIPE WITH MINIMUM 1/4' MSM SLOPE TOWARDS OUTLET IN BEAM DRAIN PIPING SUPPORTS OUTSIDE OF MAIN BEAM CAUTION ELECTRICAL WIRING MAY BE SECURED TO WIDE FACE OF FLOOR JOISTS THAT ARE OUTSIDE OF THE MAIN BEAM. MAKE SURE SCREWS FASTENING STRAPPING PENETRATE BOTTOM EDGE OF JOISTS TO ELIMINATE POSSIBLE ELECTRICAL SHORTS. ,<• Multiple Section Installation Manual for WZ-1 FL® Pa . 9e 57 Copyright 0 2003 Ey Fleetwood Entmpises Inc. BOTTOMBOARD REPAIR Fastened to the underside of the floor of the home is a special covering designed to protect against rodents and moisture, as well as to isolate the floor cavityfrom outside air. Entry of outside air into the home's floor cavity is one of the most frequent causes of water piping freeze-up, i ,•, Be sure to closely inspect this bottom covering for any loosening or for areas that might have been damaged or tom during transportation or installation. Reseal with tape any splits or.tears and any openings around the perimeter of the floor covering or around pipes or pipehangers. Check also to be sure that plumbing p -traps are s , well insulated and covered. Necessary repairs should be completed whether skirting is to be installed around the ..4 perimeter of the home or not. Use vinyl tape specially designed to repair tears or holes to repair bottom covering. Pull tom edges together and cover, , With tape, or appy a patch of the same material and tape all four sides. UNFINISHED GYPSUM BOARD Homes shipped with unfinished gypsum board walls and/or ceilings shall be finished on site. The interior finishes shall have the following maximum flamespread ratings measured inaccordance with ASTM E 84-91a: Ceilings: ........................................................... 75 Walls: General....................................................... 200 Adjacent to cooking range .......................... 50 Adjacent to or enclosing a furnace or water heater .................................. 25 MULTI .WIDE SECTIONS EXTERIOR CLOSE UP The exterior siding on. the front and rear end walls and exposed mating line walls may have been shipped loose by the manufacturing facility with the home. The insulation'and'vapor retarder have been installe.d,at the manufacturing facility. Exterior siding must be installed according to manufacturer's installation instructions. 111Th®n the rear wall exterior siding is site installed, the H.U.D. tag has been relocated on the sidewall at the manufacturing facility. CAUTION: PRIOR TO INSTALLING THE SIDING, THE POLYETHYLENE SHEATHING COVERING. EXTERIOR WALLS MUST BE COMPLETELY REMOVED., FAILURE TO DO SO CAN CAUSE CONDENSATION TO BUILD UP IN THE WALLS AND DAMAGE THE HOME. If the exterior siding is installed on the front and rear walls, make sure the close up strips of exterior siding material are .. fastened securely and both edges of the strips are sealed with a waterproof sealant. When roof close up material is removed from the roof, seal'any holes made by the fasteners with roofing tar. MULTI .WIDE SECTIONS INTERIOR CLOSE UP This section outlines special features that are not included in the supplemental pages attached to the back flap of this manual. Remove all shipping blocking, strapping, or bracing from appliances; windows, and doors. Install all loose items packaged or attached for shipping. Install all interior ship loose wall paneling that was omitted at the home . manufacturing facility using a 1/4" bead of PVA adhesive on all framing members. Fasten with minimum 1" long staples or nails at 6" on center along all panel edges, and at 12'. on center on field framing members. For tape and texture homes, fasten interior wall paneling to wall framing .members with drywall screws or nails. Additional molding has been provided to finish the close up at ceilings, mating line walls, front and rear end walls and, in some cases, molding around passageway doors. Instructions for moldings and trim work that requirer special attention are,provided elsewhere in this manual. All moldings and,tnm work should be installed with fine gauge wire staples or pin nails. Pay attention to any mitered comers and seam work to assure a tight fit. . Multiple Section Installation` Manual for WZ-1 F�lEE7vir Pa58 9e CovolgM0 2M by Fleetwood Enterpdeee 1r= _ CHAPTER 6 INSTALLATION OF OPTIONAL•FEATURES ELECTRICAL'ITEM$ For protection from damage in transit some electrical fixtures may have been shipped loose'for installation on site. These items may include exterior lights, chandeliers, ceiling fans and other similar fixtures. Follow the procedure for light fudure installation along with the manufacturer's instructions. Refer to the manufacturers instructions for similar fixtures not shown. INTERIOR OR EXTERIOR LIGHT FIXTURE PROCEDURE: ' • .eft• 1. Remove blank cover from junction box. 2• Make the wiring connections with the wire nuts provided, black to black' ;q R ' wire, white to white wire and ground to ground wire. ' r• .r 3. Push connected wires into junction box. Add non combustible ring between fixture canopy and junction box. (See CAUTION). ` 4. Secure canopy to junction box. Install light bulb and attach globe or shade if necessary. 5. Apply sealant around top and sides of canopy on exterior light installations. 6. Follow wiring diagram for multiple light connections. WIRE FROM • , WIRE FROM SWITCH SWITCH WIRE NUT (TYPCIAL) NON-COMBUSTIBLE GROUND WIRE NUT RING (IF REQUIRED) WHITE BLACK (TYPICAL) FIXTURE'' /// 'JUNCTION CANOPY II JUNCTION` BOX _ BOX , I." WHITE �t d GLOBE BLACK y PIGTAIL FOR GROUND GROUND . - WIRE TO OTHER CONTINUITY FIXTURES CONNECTION FOR SINGLE LIGHT FIXTURE CONNECTION FOR MULTIPLE (EXTERIOR LIGHT SHOWN) LIGHT FIXTURES CAUTION NON COMBUSTIBLE RING REQUIRED WHEN COMBUSTIBLE INTERIOR WALL, EXTERIOR WALL OR CEILING FINISH MATERIAL IS EXPOSED BETWEEN THE ' ' FIXTURE CANOPY AND JUNCTION BOX. HARDBOARD, CLADWOOD AND VINYL SIDING ARE CONSIDERED COMBUSTIBLE EXTERIOR SURFACES. ~ CEILING FAN T Due to the various types of ceiling fans available for on site installation, fans shipped loose with the home contain their specific manufacturers installation instructions. Follow these instructions to ensure , proper installation and operation. A metal electrical box with cover plate and wiring has been provided for fan installation. CAUTION ' BEFORE ATTEMPTING TO INSTAL_ L THE CEILING FAN MAKE SURE THE POWER TO THE FAN WIRING IS OFF. TELEPHONE WIRE Some homes have telephone wire installed at the manufacturing facility. The connection of this wiring to the telephone system is to be done by qualified servicepersonnel only. r WARNING: ONLY QUALIFIED SERVICE PERSONNEL SHOULD BE PERMITTED TO INSTALL TELEPHONE WIRING AND/OR TELEVISION CABLE., EXTREME CARE MUST BE TAKEN. FAILURE TO FOLLOW THESE _• ` INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY AND EVEN DEATH. THE WALLS AND FLOOR OF THE HOME CONTAIN ELECTRICAL WIRING, PLUMBING AND DUCT' . MATERIALS. AVOID THESE ITEMS WHEN DRILLING THROUGH AND PLACING WIRE OR CABLES. IN THESE CAVITIES. t. .Multiple Section Installation Manual for WZ-1 y•;. Page 59 Ftp Copyright 02003 by Fleetwood Ent rprim in& INSTALLATION OF OPTIONAL FEATURES (cont'd.) AWNINGS, DECKS, PATIO COVERS OR CARPORTS Observe the following procedures if accessories such as awnings, decks, patio covers or carports, are to be attached to the home. 1r 1. Use the proper awning support railing provided with the awning or 'railing available through your awning retailer. Choose a freestanding design structure that has columns to support the additional weight. 'The awning or cover must not add additional gravity or wind load to the manufactured home. 2. Follow the recommendations of the manufacturer and applicable building codes when installing any accessories. 3. Always use the proper size fasteners to ensure mating parts are attached snugly. Make sure there is no strain to the home or damage to the home structure. Attachments should be made only to the upper wall or roof and there must be solid material behind the exterior siding to securely hold the connections. The only connections to the home should be for appearance or water drainage and must not transmit any loads to the home. 4. Use a sealant on all seams or openings that result from installing accessories. The best way is to place weather sealing tape or sealing compound under railing joints or fasteners during assembly, and then seal the seams. " CAUTION REMEMBER THAT ACCESSORIES WHICH ARE IMPROPERLY INSTALLED MAY DAMAGE THE NEW HOME OR MAR ITS APPEARANCE AND COULD AFFECT THE WARRANTY COVERAGE. SKIRTING Quite often skirting is used to close up the lower exterior of the home but should not be relied upon to prevent freezing of the plumbing beneath the home. Neither should skirting be relied upon to reduce the need for frost protection of the footings as described earlier in this manual. Even insulated skirting may not prevent freezing if the proper amount of crawl space ventilation Is also provided as required below. When skirting Is attached to the lower sidewall or trim, of the home's perimeter, be sure to install the skirting so that moist air from under the home is not forced up into the wall cavities. When exterior siding is hardboard or cladwood, the skirting trim must be sealed to the siding trim to keep water from getting between the skirting trim and the siding. CAUTION THE AREA UNDER THE HOME MUST BE ADEQUATELY VENTILATED TO MINIMIZE THE ACCUMULATION OF MOISTURE. FAILURE TO PROVIDE ADEQUATE VENTILATION WHEN INSTALLING SKIRTING OR PERIMETER FOUNDATIONS MAY ALLOW MOISTURE TO BUILD UP UNDER THE HOME AND TRANSFER THAT MOISTURE, VIA DIFFUSION OR AIR MOVEMENT, INTO THE HOME ITSELF. THIS MOISTURE CAN RESULT IN THE HIGH HUMIDITY IN THE HOME AND ALSO IN THE FORMATION OF CONDENSATION, FROST OR ICE ON COLD SURFACES. PROVIDE VENTILATION THROUGH OPENINGS UNDER THE HOME THAT HAVE A NET AREA OF AT LEAST ONE SQUARE FOOT FOR EACH 150 SQUARE FEET UNDER HOME. DISTRIBUTE THE OPENING LOCATIONS EQUALLY ALONG THE LENGTH OF THE HOME ON OPPOSITE SIDES, WITH OPENINGS LOCATED CLOSE TO THE CORNERS TO PROVIDE CROSS VENTILATION. OPENINGS SHALL HAVE INTEGRAL WIRE MESH OR OTHER MEANS WITH MAXIMUM OPENINGS OF 114 INCH. MANUALLY OPERATED VENTS SHALL NOT BE USED. HOMES WITH A MINIMUM 6 MIL. THICK GROUND VAPOR RETARDER WITHIN A CRAWL SPACE* MAY USE ONE SQUARE FOOT VENTING FOR EVERY 1,500 SQUARE FEET UNDER HOME. AT LEAST ONE VENT IS TO BE LOCATED WITHIN THREE FEET OF EACH OF THE FOUR MAIN CORNERS OF THE FOUNDATION (IGNORING OFFSETS). HOMES WITH OPEN SLATTED DECKING AT RECESSED ENTRIES, OPEN PORCHES OR OPEN DECKS MUST HAVE SKIRTING OR FOUNDATION BEHIND THESE AREAS TO PREVENT WATER FROM DRAINING BACK UNDER THE HOME. . _ When the ground vapor retarder option is used, the material may be placed either a) under footings, or b) between footings and base of pier, or c) over footings and around piers. Any holes or tears in the vapor retarder must be patched by appropriate tape or other means and splices in the material must be lapped a minimum of 12 inches. Material need not be stretched tight. Multiple Section Installation Manual for WZ-1 F�EETWGlpl7 Page 60 ©`'�'"" ! Copyright 0 2003 by F wWwd Enwprfaee tree., INSTALLATION 017,012 TIONAL FEATURES (Conttd.) PIPE HEATING CABLE Pipe Heating.Cable shall be listed for use with manufacturedhomes and certified by UL, CSA or FMRCi it is designed to be installed where fresh water supply inlet pipes are subjected to prolonged exposure to below -freezing temperatures. An electrical outlet is located adjacent, to the water supply inlet for the pipe heating cable connection. Do.notattach heating cable to any receptacle on a GFI circuit.. CAUTION CAUTION: ALWAYS INSTALL PIPE HEATING CABLE IN STRICT ACCORDANCE WRH' e THE CABLE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO ACHIEVE THE '4 HIGHEST POSSIBLE SAFE HEATING EFFICIENCY. WINDOWS AND DOORS For protection from damage in transit, windows and/or exterior doors may be shipped loose for installation on site., t Install windows and exterior doors to the manufacturer's installation instructions. jn J: Multiple Section Installation Manual for WZ-1 r Page 61. 'FLEEMMID. . CoDyrW 0 2003 by Fleetwood Entwprbm Ina =. Multiple Section Installation Manual for WZ-1 FLEETWOOD. Page 62 30ffi� CopyrW 0 2M by F%&v W Entwpftm bw • i r . Multiple Section Installation Manual for WZ-1 FLEETWOOD. Page 62 30ffi� CopyrW 0 2M by F%&v W Entwpftm bw } CHAPTER 7 PREPARATION OF APPLIANCES Some homes may have various fixtures and appliances shipped loose, provided by others or built without certain fixtures or appliances. Review and follow the instructions if any apply to the home being installed. DRYER VENT INSTALLATION If provisions are in the home for dryer installation, a dryer vent roughed -in opening has been provided in the utility area/room,with access through the floor or exterior wall. To install, remove the material closing off the roughed -in opening and follow these directions given below along with the dryer manufacturer's installation instructions. INSTALL DUCT THROUGH FLOOR ACCESS INTO THE HOME. PULL ELBOW WITH NT CAP FLEX DUCT OR DUCT UP INTO HOME UNTIL RIGID DUCT CLAMP TO RIGID J VEPER AOR FLEX SLACK IS REMOVED FROM CLAMP TO DRYER APPLIANCE j UNDER THE FLOOR. KIRTING WITH SHEE I METAL SCREWS. SEAL AROUND EDGES _ j WITH CAULKING OR SEALANT CAUTION # UNDER FLOOR DRYER DUCT MUST BE CONTINUOUS AND TERMINATE OUTSIDE THE PERIMETER t _ OF THE HOME, OUTSIDE OF ANY SKIRTING OR FOUNDATION INSTALLED AROUND THE HOME. AIR CONDITIONING INSTALLATION ` ' Air conditioning may be installed on homes that are designated "suitable for air conditioning" on the home Compliance Certificate. Information to assist in calculating the size of air conditioner needed is included on the certificate. CAUTION , } OVERSIZED AIR CONDITIONING EQUIPMENT CAN LEAD TO POOR OVERALL PERFORMANCE OF THE HOME'S COOLING SYSTEM. OVERSIZED EQUIPMENT CYCLES ON AND OFF FREQUENTLY, WHICH SHORTENS EQUIPMENT LIFE, LOWERING EFFICIENCY, AND INCREASES POWER BILLS. OVERSIZED EQUIPMENT CAN ALSO CAUSE MOISTURE PROBLEMS WITHIN THE HOME. BE SURE 4 TO CONSULT COOLING EQUIPMENT SIZING CHARTS DESIGNED SPECIFICALLY FOR MANUFACTURED HOUSING IN YOUR LOCALITY (SUCH AS THOSE PUBLISHED BY THE ` MANUFACTURED HOUSING RESEARCH ALLIANCE.) On homes with furnaces listed for modification, the air conditioning evaporator may either be installed inside the furnace cabinet, or exterior to the home and ducted into the home air supply duct system. In either case a heat/cooling thermostat must be installed to control both heat and cooling with a single device. When a cooling or heat pump coil and/or air conditioning blower are installed on a furnace, they must be listed for ■ installation on the specific model of furnace already in the home. When the air conditioning evaporator is installed exterior to the home, install return air grill(s) in the floor in a central area of the home so that return air is received from the separate rooms and ducted back to the evaporator. CAUTION DO NOT CUT ANY FLOOR FRAMING WHEN INSTALLING RETURN AIR GRILL(S). Supply air duct connections from the exterior evaporator to the home air supply duct system must be made at a central location on each duct for best performance in each section of the home. Federal regulations require that automatic damper(s) " be installed to prevent the discharge air from the exterior air conditioning evaporator from passing back through the furnace, . and that automatic damper(s) be installed to prevent the discharge air from the furnace from passing backwards through the exterior air conditioning evaporator duct(s). Install required electrical connections according to the air conditioner's manufacturer's installation instructions and local codes. Multiple Section Installation Manual for WZ=1 _ • h - _ Page 63 EETWO OD. ®® - - -- ................... ... „..pC by FlOahvoE . nt�rprises.lne, , CONNECTION DRYER VENT CAP. INSTALLATION APPLY BEAD OF INSTRUCTIONS ' SEALANT TO BACK OF EXTERIOR DRYER EXHAUST VENT } WALL CAP (AROUND OPENING) AND SECURE EXHAUST CLAMP TO VENT CAP WITH SHEET VENT CAP. METAL SCREW TO i SEAL BOTTOM BOARD SIDING (METAL, AROUND DUCT WITH HARDBOARD, AND FIBER VINYL TAPE. CEMENT) AND WITH ' SCREWS TO MOUNT LBOW WITH RIGID DUCT BLOCK (VINYL SIDING). CLAMP TO DRYER SUPPORT DUCT TO FLOOR JOIST WITH ' CONNECTION t METAL STRAP OR PLUMBERS TAPE TO WOOD FRAME SECURED TO KEEP DUCT OFF THE GROUND AND BOTTOM OF RIM PLATE OR PREVENT EXCESSIVE SAGGING. INSTALL THROUGH SKIRTING RIGID OR FLEX DUCT PER APPLIANCE + ' VENT BELOW FLOOR MANUFACTURER'S INSTALLATION VENT THROUGH EXTERIOR WALL ' INSTRUCTIONS ' DRYER VENT CAP. SECURE - VENT CAP TO FRAMING OR S KIRTING WITH SHEE I METAL SCREWS. SEAL AROUND EDGES _ j WITH CAULKING OR SEALANT CAUTION # UNDER FLOOR DRYER DUCT MUST BE CONTINUOUS AND TERMINATE OUTSIDE THE PERIMETER t _ OF THE HOME, OUTSIDE OF ANY SKIRTING OR FOUNDATION INSTALLED AROUND THE HOME. AIR CONDITIONING INSTALLATION ` ' Air conditioning may be installed on homes that are designated "suitable for air conditioning" on the home Compliance Certificate. Information to assist in calculating the size of air conditioner needed is included on the certificate. CAUTION , } OVERSIZED AIR CONDITIONING EQUIPMENT CAN LEAD TO POOR OVERALL PERFORMANCE OF THE HOME'S COOLING SYSTEM. OVERSIZED EQUIPMENT CYCLES ON AND OFF FREQUENTLY, WHICH SHORTENS EQUIPMENT LIFE, LOWERING EFFICIENCY, AND INCREASES POWER BILLS. OVERSIZED EQUIPMENT CAN ALSO CAUSE MOISTURE PROBLEMS WITHIN THE HOME. BE SURE 4 TO CONSULT COOLING EQUIPMENT SIZING CHARTS DESIGNED SPECIFICALLY FOR MANUFACTURED HOUSING IN YOUR LOCALITY (SUCH AS THOSE PUBLISHED BY THE ` MANUFACTURED HOUSING RESEARCH ALLIANCE.) On homes with furnaces listed for modification, the air conditioning evaporator may either be installed inside the furnace cabinet, or exterior to the home and ducted into the home air supply duct system. In either case a heat/cooling thermostat must be installed to control both heat and cooling with a single device. When a cooling or heat pump coil and/or air conditioning blower are installed on a furnace, they must be listed for ■ installation on the specific model of furnace already in the home. When the air conditioning evaporator is installed exterior to the home, install return air grill(s) in the floor in a central area of the home so that return air is received from the separate rooms and ducted back to the evaporator. CAUTION DO NOT CUT ANY FLOOR FRAMING WHEN INSTALLING RETURN AIR GRILL(S). Supply air duct connections from the exterior evaporator to the home air supply duct system must be made at a central location on each duct for best performance in each section of the home. Federal regulations require that automatic damper(s) " be installed to prevent the discharge air from the exterior air conditioning evaporator from passing back through the furnace, . and that automatic damper(s) be installed to prevent the discharge air from the furnace from passing backwards through the exterior air conditioning evaporator duct(s). Install required electrical connections according to the air conditioner's manufacturer's installation instructions and local codes. Multiple Section Installation Manual for WZ=1 _ • h - _ Page 63 EETWO OD. ®® - - -- ................... ... „..pC by FlOahvoE . nt�rprises.lne, , PREPARATION OF APPLIANCES . (contd.) FURNACE This home may have been built without a furnace. Install the remote heat/cooling appliance and the supplied thermostat according to the manufacturer's installation instructions. The home manufacturing facility has installed the thermostat'' wiring or provided a raceway for the thermostat wiring at the location for the thermostat. CAUTION: FLEETWOOD ENTERPRISES INC. AND ITS SUBSIDIARIES WILL NOT BE HELD RESPONSIBLE FOR THE EFFICIENCY'OF THE SYSTEM CONNECTED_ TO THE IN -FLOOR DUCT SYSTEM NOR ANY DAMAGE INCURRED TO THE HOME BY THIS INSTALLATION. HEATING OIL SYSTEM Homes equipped with oil burning furnaces must have their oil supply tank and piping installed on site. These items are not provided by the manufacturer. Review the oil furnace manufacturer's installation instructions for proper piping sizes and installation procedures. CAUTION: ALL OIL STORAGE TANK AND PIPING INSTALLATIONS MUST MEET ALL APPLICABLE LOCAL CODES AND REGULATIONS AND SHOULD BE MADE ONLY BY EXPERIENCED QUALIFIED SERVICE PERSONNEL. FIREPLACE, GAS OR OIL APPLIANCE FLUES If any accessory gas or oil appliance flue assembly has been partially installed at the manufacturing facility, the assembly and installation must be completed according to the manufacturer's installation instructions provided with the appliance. RANGE AND/OR COOK TOP OVEN If a range and/or cook top and oven is not supplied by the home manufacturing facility, please note the following: a). Install the appliance to provide the required clearances per Federal Standards, which may be more restrictive than appliance manufacturer's normal installation instructions. b). Do not install an appliance which requires a heavier connected energy capacity than the home's system provides (see capacity label on appliance). C). Follow appliance manufacturers installation instructions except as outlined in a) above. RANGE VENT DUCT INSTALLATION This home may be equipped with a ducted "no hood" ventilation system for the kitchen range. The duct is below the floor and must terminate outside the perimeter of the home. ,Install the duct and surface wall cap, which are provided, according to the range manufacturers installation instructions. IR iE horizontal duct Support t from floor 3ps as A plumbing fixture, such as a sink or tub may have been, intentionally omitted from this home. If so, the fixure that is installed at the home site by others must be a listed fixture and must be installed and the water and drain plumbing connections completed and tested according to the fixture manufacturers instructions. Multiple Section Installation Manual for WZ-1 F�E�opp Page 64 Copyright 0 2003 by Reetwood Entwpeh a Inc. n CHAPTER 8 UTILITY SERVICE CONNECTIONS ELECTRICAL FEEDER AND EQUIPMENT SIZES AND TESTING WARNING: THIS PANEL BOX IS WIRED WITH THE MAIN PANEL sox '"GROUNDING SYSTEM INSULATED FROM THE Male eke G NEUTRAL SYSTEM. CONNECT THE GROUNDING U 0 CONDUCTORS ;. BUS IN THIS PANEL THROUGH A PROPERLY R `SIZED GREEN COLORED INSULATED N: o' L L CONDUCTOR TO THE SERVICE ENTRANCEB, MAX. ALCULATE EQUIPMENT (METER BASE) LOCATED ON OR A R ADJACENT TO THE HOME. DO NOT USE A 3 WIRE Lai PANEL BOX FEEDER SYSTEM THAT DOES NOT CONNECT TO CONDUIT DIAMETER THE GROUND BAR. IT IS ILLEGAL AND UNSAFE. WHITEGREEN Use a 4 wire feeder system to connect this WHITE - NEUT RED & BLACK WHITE GREEN panel to the service entrance equipment (IN.) (meter base). TO SERVICE BLACK-PowER (NEUTRAL) (GROUNDING) ENTRANCE BLACK (POWER) SEE TABLE BELOW FOR WIRE SIZES (METER BASE) OR RED ;POWER GROUND TO GREEN -GROUN METAL FRAME All conductors with outer sheathing labeled THHN nylon jacket or equivalent unless otherwise noted. n ACCESS FOR METER PULL BOX SERVICE ENTRANCE EMT OR CONDUIT FOR UTILITY CONNECTIONS GROUND LEVEL GROUNDING CONDUCTOR INSTALLATION ` NOTE: IF THE HOME HAS A METER BASE INSTALLED AT THE MANUFACTURING FACILITY, B 8 AGROUND WIRE AND GROUND ELECTRODE ' . - GROUND MUST BE INSTALLED. REVIEW THIS DIAGRAM GROUND BAR FOR PROPER INSTALLATION INFORMATION. ' LUG �+ MINIMUM asp- • fq r> _ -i #6 MIN BARE COPPER GROUNDING WIRE PROVIDED BY MANUFACTURER. IF MANUFACTURER PROVIDES A MINIMUM 1/2 INCH EMT OR CONDUIT RACEWAY THE #6 MINIMUM BARE COPPER WIRE IS PROVIDED_ BY THE RETAILER FOR INSTALLATION. CLAMP SUITABLE FOR DIRECT BURIAL. LOCATE FLUSH WITH OR BELOW GROUND LEVEL t = 5/8' DIAMETER z 8'-0' LONG IRON ELECTRODE: DRIVE ELECTRODE TO A DEPTH OF NOT LESS THAN 8 FEET SO THAT AT LEAST 8 FEET OF THE ELECTRODE IS IN 'CONTACT WITH THE SOIL. ' WHEN ROCK BOTTOM IS ENCOUNTERED, THE ELECTRODE CAN BE DRIVEN NOT TO EXCEED 45 DEGREES FROM VERTICAL OR BURIED IN A TRENCH THAT IS AT LEAST 21/2 FEET DEEP. NOT PROVIDED BY HOME MANUFACTURER • t k,ry 4,W Multiple Section Installation Manual for WZ-1 _ FiE> waio .. Page 65 ©� a=il CopyftM 0 2= by Rwtwood EnWpftm Im ELECTRICAL FEEDER AND EQUIPMENT SIZES - MAIN COPPER CONDUCTORS ALUMINUM CONDUCTORS BREAKER SIZE IN MIN. SIZE RACEWAY FEEDER CONDUCTOR SIZES MAX. ALCULATE MIN. SIZE RACEWAY FEEDER CONDUCTOR SIZES PANEL BOX CONDUIT. DIAMETER CONDUIT DIAMETER RED & BLACK WHITEGREEN NEUTRAL FEEDER RED & BLACK WHITE GREEN (AMPS) (IN.) (POWER) (NEUTRAL) (GROUNDING) (IN.) (POWER) (NEUTRAL) (GROUNDING LOAD (AMPS) 50 1 #6 #6 #8 1 #6 #6 #6 .50 100 11/4 #4 #4 #8 11/4 #2 #2 #6 .100 150 11/2 91 #2 #6 2 #2/0 #1/0 #4' 115 200 11/2 #2/0 1 #2 #6 .2 #4/0 #1/0 #4 115 ACCESS FOR METER PULL BOX SERVICE ENTRANCE EMT OR CONDUIT FOR UTILITY CONNECTIONS GROUND LEVEL GROUNDING CONDUCTOR INSTALLATION ` NOTE: IF THE HOME HAS A METER BASE INSTALLED AT THE MANUFACTURING FACILITY, B 8 AGROUND WIRE AND GROUND ELECTRODE ' . - GROUND MUST BE INSTALLED. REVIEW THIS DIAGRAM GROUND BAR FOR PROPER INSTALLATION INFORMATION. ' LUG �+ MINIMUM asp- • fq r> _ -i #6 MIN BARE COPPER GROUNDING WIRE PROVIDED BY MANUFACTURER. IF MANUFACTURER PROVIDES A MINIMUM 1/2 INCH EMT OR CONDUIT RACEWAY THE #6 MINIMUM BARE COPPER WIRE IS PROVIDED_ BY THE RETAILER FOR INSTALLATION. CLAMP SUITABLE FOR DIRECT BURIAL. LOCATE FLUSH WITH OR BELOW GROUND LEVEL t = 5/8' DIAMETER z 8'-0' LONG IRON ELECTRODE: DRIVE ELECTRODE TO A DEPTH OF NOT LESS THAN 8 FEET SO THAT AT LEAST 8 FEET OF THE ELECTRODE IS IN 'CONTACT WITH THE SOIL. ' WHEN ROCK BOTTOM IS ENCOUNTERED, THE ELECTRODE CAN BE DRIVEN NOT TO EXCEED 45 DEGREES FROM VERTICAL OR BURIED IN A TRENCH THAT IS AT LEAST 21/2 FEET DEEP. NOT PROVIDED BY HOME MANUFACTURER • t k,ry 4,W Multiple Section Installation Manual for WZ-1 _ FiE> waio .. Page 65 ©� a=il CopyftM 0 2= by Rwtwood EnWpftm Im WATER SYSTEM CONNECTION The hot and cold water system is designed for a maximum inlet water pressure of 80 pounds per square inch (psi). If the home is being connected to local.water supply pressure that exceeds 80 pounds per square inch (psi), a pressure reducing valve must be installed to limit the supply pressure. Be sure to install a master cold water shutoff full flow valve in the water supply line adjacent to the home. UTILITY SERVICE TEST PROCEDURES SYSTEMS TEST All utility systems are given a quality assurance test at the manufacturing facility. After home installation is complete, all utility service connections should be tested to ensure no damage occurred in transit and that the final connections are correct. CAUTION ALL UTILITY CONNECTIONS MUST BE MADE BY QUALIFIED SERVICE PERSONNEL WHO ARE FAMILIAR WITH LOCAL REGULATIONS. GAS SYSTEM TEST PROCEDURES The gas piping supply system is designed for a pressure not exceeding 14 inch water column (1/2 psi) and not less than 10 inch water column (3/8 psi). WARNING: GAS APPLIANCES IN THIS HOME ARE EQUIPPED FOR NATURAL GAS. IF THE GAS SUPPLY IS LIQUIFIED PETROLEUM GAS (LPG), APPLIANCES MUST BE CONVERTED TO LPG ACCORDING TO INSTRUCTIONS PROVIDED BY THE MANUFACTURER OF EACH APPLIANCE. APPLIANCE ORIFICES: SPECIAL ORIFICES AND REGULATORS ARE REQUIRED FOR EACH TYPE OF GAS AT ALTITUDES ABOVE 3000 FEET. SEE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ANY MODIFICATIONS PER THE GAS TYPE USED BY THE APPLIANCE. DO NOT LIGHT APPLIANCE PILOT LIGHT(S) UNTIL EACH APPLIANCE HAS BEEN CHECKED, THE ROOF JACK (VENT) HAS BEEN INSTALLED (IF APPLICABLE), AND ALL GAS UTILITY CONNECTIONS HAVE BEEN MADE AND TESTED. 1. To check the gas system for leaks, first close all appliance controls and all appliance pilot light valves (see appliance instructions included in the home or posted on the appliance). 2. Open the gas shutoff valve on the supply line to each appliance. 3. Attach an ounce gauge on the main gas inlet to the home. 4. Carefully pressurize the system to not more than 8 ounces of pressure. CAUTION DO NOT PRESSURIZE THE GAS LINE IN EXCESS OF 8 OUNCES MAXIMUM TO AVOID POSSIBLE DAMAGE TO GAS VALVES AND REGULATORS. 5. Apply an ammonia -free soapy water or bubble solution to the joints at both ends of the appliance connector. If bubbles form, tighten connection until there are no more bubbles. CAUTION DO NOT USE SOLUTION CONTAINING AMMONIA TO BUBBLE CHECK COPPER OR BRASS FITTINGS. After completion of test, connect home gas inlet to gas supply line. Use a listed gas connection and make sure the capacity is the same as indicated on the label by the gas inlet. Check the inlet connection for leaks per step 5 above. WATER SYSTEM TEST PROCEDURES The water system test is made after any water crossovers are connected. Fill the water distribution system with water and bleed all air from the highest and farthest points of the system. Use a hydrostatic pump, valve, and gauge to pressurize the water lines to 100 pounds per square inch (psi). Verify that the pressure remains for a period of 15 minutes without loss. This test is recommended to be conducted after power and / or water are connected to the home. First complete the Water System Connection and / or Electrical System Test Procedures. WARNING: IT IS NOT SAFE TO FILL THE WATER HEATER TANK WITH HIGH PRESSURE AIR ONLY. DISCONNECT WATER HEATER FROM WATER SYSTEM BY CONNECTING THE HOT AND COLD WATER LINES TOGETHER, OR -FILL WATER HEATER TANK WITH WATER BEFORE PRESSURIZING THE WATER LINES WITH AIR. THIS PROCEDURE WILL PROTECT THE APPLIANCE FROM DAMAGE AND PROTECT THOSE INVOLVED IN THE TEST FROM POSSIBLE INJURY. Multiple Section Installation Manual for WZ-1 FiEFrwoM. Page 66 Copyright 0 2= by Rmtwood Enhnprh= Inc. ELECTRICAL SYSTEM TEST PROCEDURES Perform the following tests after electrical connections to the home are complete. Perform the ground continuity test before turning on the electrical power to the home, and perform the polarity and operation tests after the electrical power is turned on. 1) Before turning "ON" the main circuit breaker, proceed as follows: A Connect one clip of a flashlight continuity tester to a convenient ground and touch the other clip to each light fixture canopy. The continuity light should come on if each fixture is properly grounded. B Using the continuity tester, check every direct -connected appliance or fan. Be sure the tester is hooked to a convenient ground and to the metal frame of the appliance. C Using the continuity tester, check the continuity between the chassis frame and a. Metal gas piping. . b. Metal water piping. c. Metal raceway below main electrical panel box. d. Between. one riser of heat duct and convenient ground. D Investigate and correct any loss of grounding continuity. NOTE: CONTINUITY TO GROUND IS NOT REQUIRED ON METAL INLET OF PLASTIC PIPED WATER SYSTEM. WHEN PLUMBING FIXTURES SUCH AS METALLIC SINKS, TUBS, FAUCETS AND SHOWER RISERS ARE CONNECTED ONLY TO PLASTIC WATER PIPING AND PLASTIC DRAIN PIPING, CONTINUITY TO GROUND IS NOT REQUIRED. 2. Tum "ON" the main circuit breaker and each individual circuit breaker. CAUTION A LABEL HAS BEEN PLACED ON OR OVER THE ELECTRICAL WATER HEATER BREAKER IN THE MAIN PANEL BOX. MAKE SURE THE WATER HEATER TANK IS FILLED WITH WATER BEFORE -TURNING THE BREAKER TO THE "ON" POSITION. FAILURE TO DO SO WILL CAUSE THE WATER HEATING ELEMENT TO OVERHEAT AND FAIL. THIS ITEM IS NOT COVERED BY THE HOME WARRANTY. Proceed as follows: A Plug an AC receptacle wiring tester into each receptacle in the home to check for reversed polarity, open grounds and shorts. B Investigate and repair any reverse polarity, open grounds, or shorts that are found. C Install light bulbs and fluorescent tubes if not already installed. Make sure each light fixture is operable by turning the appropriate switch to "ON" position. D Repair or replace any defective items. DRAIN SYSTEM TEST PROCEDURES The completed drain waste system should be subjected to a flood level test as follows: 1. Be sure the home is level, all fixtures are connected, and the plug or cap is installed at the outlet. Fill entire system with water to the rim of the water closet (toilet). Make sure tub and shower drains are plugged. 2. After all trapped air has been released, maintain the test for not less than 15 minutes to be certain there are no leaks. If leaks are found, make necessary repairs and test again for not less than 15 minutes. If no leaks are found, unplug the system at the outlet and drain the water from the system.. 3. Test items higher than the water closet (toilet), such as kitchen sink and lavatory, by filling with water and then emptying. As water drains, check to be sure there are no leaks in drain piping. a Multiple Section Installation Manual for WZ-1 Page 67 FEXENNC ttzD t=xL'ra'�Y�;itu: Copyright m 2003 Dy Fleetwood Enterpds" tna SMOKE ALARM CIRCUIT CROSSOVER CONNECTION 1. All smoke alarm circuit crossover connections will be found in one of the labeled electrical crossover accesses. 2. The crossover connectors are a 4 -wire non-metallic sheathed cable splice device. 3. Identity the two connectors and plug them together. SEE ALTERNATE CROSSOVER BELOW. 4. After all crossover wiring connections have been completed and the access cover replaced, the smoke alarm system must be tested to confirm power supply to it and continuity of the signal circuit. A green light illuminated on the cover of each smoke alarm will indicate 120v power supply to it. Depress the test button of any smoke alarm in the system and verify that that particular alarm will sound and will trigger all other alarms in the home. Repeat the operational test from each alarm station in the home. ALTERNATE SMOKE ALARM CROSSOVER CONNECTION APPROVED. CONNECTORS R G GROUND LUG (METAL BOXES ONLY) 1. Each access panel is labeled: REMOVE ACCESS FOR ELECTRICAL 2. Remove access panels exposing boxes on one section and coiled wire from opposite section. 3. Remove blank covers from boxes exposing wiring with approved connectors attached. 4. Wiring on both sections are identified by like colors for correct connection of circuits. 5. Remove the wire connectors from the wiring in the boxes and connect the same colored circuits together. (Use knock outs and approved clamps to enter boxes and secure . wires). Secure wiring entering the boxes within 8" of the box with Romex staple. 6. When all connections have been made, replace the blank covers on all boxes, reposition floor insulation and replace the access panels. APPROVED PLASTIC OR METAL BOX (TYPICAL) CLAMPS PER TYPE BOX USED (TYPICAL) Multiple Section Installation Manual for WZ-1 FLEE WCM. Page 68 Copyright 0 2= by Pte twwd Entwpftm Ute. t NOTES ,y - '` Multiple Section Installation Manual for WZ-1 �t MD Page 69 Copyright 0 2003 by Fleetwood Enterprises Inc. NOTES Multiple Section Installation Manual for WZ-1E . _......, Page 70 Copyright 0 2003 by Fleetwood Enbwpftw Inc. W NOTES` Multiple Section Installation Manual for WZ-1 FLEETWOOD Page 71 Copyright 0 2003 by Fleetwood Enterprises Ina L Home Installation Manual Calculation Index This is a partial list of approved calculations used in preparation of this manual Calc. No. Description 0022066 Multi -Wide Close -Up, WZ-1 0022117 Multi -Wide Anchoring, WZ-1 0022123 Main Beam Footings, over 16" 0022123 Main Beam Bending Check (pages 3-5) 0022127 Main Beam Footings, Standard Sizes 0022130 Perimeter Footings 0022134 Marriage Footings 0022135 Footing Strength Check 0022169 Opposite (Second) Beam Anchoring 0022170 TJI Ridgebeam Close-up Multiple Section Installation Manual for WZ-1 Ft EETWGnD, Page 72 9XMNR3N0Z� Copyright 0 2003 by Fleetwood Enterprises Ina wa i� a— Lu H = p z 3 Qom. O vw i w 0 IL z J 0 Oa w Lu Zp Jaa � J ' ULu N Q WLLO Q w LUJ IL I BUSINESS REPLY MAIL FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA POSTAGE WILL BE PAID BY ADDRESSEE NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO BOX 7638 RIVERSIDE CA 92513-9953 a ~`o i J C FLEETWOODo. _ t~ w _d Q F- p p z W, , a ~`o o , BUSINESS REPLY MAIL V W i C FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA O a 3 O POSTAGE WILL BE PAID BY ADDRESSEE NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES wp aZ a I HOUSING GROUP CUSTOMER SATISFACTION DEPT � J w FLEETWOOD ENTERPRISES INC V< NPO BOX 7638 W LL p a RIVERSIDE CA 92513-9953 cn O z W UJI a cn , -..,^-,.M.=tea._ c-- .c^'Ss�•G¢.C�.�-r�._s i.s - -_� LLJ c;. l Q c H w i Q ~ t p Z F' — O �W wU 3 ZOO O w d c p a a cn J ' J UN Q LU LL cl) U) O a Ww �_ J _ a � I` - FLEETWOOD. i } NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES BUSINESS REPLY MAIL FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA POSTAGE WILL BE PAID BY ADDRESSEE HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO BOX 7638 RIVERSIDE CA 92513-9953 PURCHASERS NAME ADDRESS CITY ¢ z z w SOLD BY (RETAILER) ¢ i ADDRESS B. a CITY w a DATE SOLD ¢ ADDRESS CITY CONSUMER INFORMATION CARD STATE ZIP STATE PHONE ZIP INSTALLATION ADDRESS OF MANUFACTURED HOME STATE ZIP Z DATE OF MANUFACTURE: MONTH DAY SERI NOAL I I I I I I I I I I YEAR PRODUCT NAME: I I I I I I I I I I I I I NO. z 1 LU DESIGN WIND ZONE w DESIGN WIND ZONE LL _WIND ZONE 115 PSF _ WIND ZONE III 110 MPH DESIGN ROOF LOAD Thermal Zone LL WIND ZONE 115 PSF WIND ZONE 111110 MPH -South -20 PSF _PSF _ WIND ZONE II 100 MPH _ _OTHER MPH _S 1 I _M -Middle -30 PSF I PSF N- North - 40 PSF_ Other_ PSF — 2 _3 1 ______________-__________.�___—__-______-____ CONSUMER INFORMATION CARD PURCHASERS NAME z z w ccRut z 3 w w a W cc ADDRESS CITY SOLD BY (RETAILER) ADDRESS STATE ZIP PHONE CITY STATE ZIP I I. DATE SOLD i INSTALLATION ADDRESS OF MANUFACTURED HOME ADDRESS I t CITY STATE ZIP DATE OF MANUFACTURE: MONTH — DAY — YEAR — PRODUCT NAME: > SERIAL NO. z 1 LU DESIGN WIND ZONE DESIGN ROOF LOAD Thermal Zone I LL _WIND ZONE 115 PSF _ WIND ZONE III 110 MPH _ S - South - 20 PSF I _ WIND ZONE II 100 MPH _ OTHER MPH _ M - Middle - 30 PSF 1 i _PSF _N - North - 40 PSF_Other_PSF _ 2 —3 t t z z w ¢ w z 3 0 w w R w CONSUMER INFORMATION CARD I PURCHASERS NAME I I ADDRESS 1 CITY STATE ZIP PHONE SOLD BY (RETAILER) ADDRESS CITY DATE SOLD STATE ZIP INSTALLATION ADDRESS OF MANUFACTURED HOME i ADDRESS CITY STATE ZIP i DATE OF MANUFACTURE: MONTH — DAY — YEAR — PRODUCT NAME: j sERI NOAL I I I I I I I I I I z I I I I I I I I I I I I I w DESIGN WIND ZONE DESIGN ROOF LOAD Thermal Zone j LL _ WIND ZONE 1 15 PSF _ WIND ZONE III 110 MPH _ S - South - 20 PSF I WIND ZONE II 100 MPH _ OTHER MPH _ M . Middle - 30 PSF 1 I _PSF N -NoM- 40 PSF_Other_PSF — 2 _3 1 RESIDENTIAL 006-020-155 PERMIT#96-1034 BESSER, W.J. 4550 Besser Ct., Chico i Cont: Jacks Mobile Home MHI EX Site JOB FINALED (Date) — Signature / V=OK 0 = Not OK Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Sewer, Location-Test-Fall�C/O-Concrete 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Water, Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap; / /Vft. / /Nat. or/ I'L ft./ /LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOJBfLE,140ME INSTALLATION(Plans) OK except #'s Hing Requirements- Setbacks Easements Card B-1 Date Card B-1 . Footi s; SizeSpacing-Marriage Line Card B-1 Date Card B-1 s; MH Test-Demanda/atve-Connector POOLS (Plans) OK except #'s EI tricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5 r in;AH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability ter; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining at and Sewer Connected -C/O to Grade -HD Approval 4. Elec.; Receptacles and Lighting, Distance -GR s and Electricity Tagged 5. Elec.; Pool Lighting; 15 Volts-GFI Ti owns -Type -Installation Cert. 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed PPO�ts; Insp.-Sketch 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater Certof Occupancy 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval Date Card B-lWV Date Card B-1 DarK Card B-1 Date Card B-1 - MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4 O O=Not OK - = Not Applicable Not Ready RESIDENTIAL (; ' = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test . 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #'s 16. Water Htr.: Vent -Access -Combustion Air -Baffle -- ------------------------------------------------------------- 17. Water Pipe: Test & Anchor -Nail Protection ------------------------------ 18. ------------------ 18. D.W.V : Test -Fittings & Anchor -Nail Protection ---------------------------------------------------- 19. Shower Pan: Test. First Floor -Tub Access ---------------- ---------- ------------------------------------------ 20. - Test - -&-Shower.- & -Shower.-Second-Floor-Tub Access --------------------------------------- ----- -- - - - - - - - 21. Gas Pipe: Size & Anchors -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ------------------------ ---------------------------------- ----- - Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s _ 22. Fixture & Transformer Clearance -Ins. Protection - - ----------------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors - ------------------------------- - - 24. Size Boxes & No. of Conductors -Stapled ------------ --------------------------------- ------- -- 25. ----------- 25. Romex Installed Close to Edge of Studs & C.J. ------ ------------`------------------------------------- 26. ----------------------------- - ----- 26. Equip. Ground made up wrMech. Fastners-Bond Gas & Water -------- -- ---------------------------- 27. ------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size,GFI ----------------------------------------------------------------- 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At - -------------------------------------- - --- -- --. ---- - ---------- 29. Range Circ. r , ga. Cu or AI -Oven Circ. / r ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------- --- --------------------------- --- -- -------. . 30. Service -Riser Conductors & Ground -Main Disconnect ---------- ---- ----- -----.... ---.. ....... ....... 31. Equip. Clearances Panels-Motors-Mech. Equip. ------------ - . --------- -I......._...--------- - - --._. ....... ....... .. 32. Clothes Closet Light -Shower Light -Spa L_ ght -------------------------- ------ ---- ---- 33. Smoke Detector -- ------------------------------- --------_...._-._..... _.. ... ....... .. .... .. Date Card B-1 Date Card B-1 ----------- .... _.................. .---........ Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except rr's 34. A.C. Ducts Insulation & Support ---------------_...-- ...------. - - _..... 35. Vent Fan: Exhaust above insulation ----------- --------------...._.--- --- -- 36. Condensate Dram & Overflow. Size & Grade 37 Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ---- - ----- ....... ....... ... .. --- --- --- .. 38 Attic Access & Platform if Furnance in Attic ------ ------ --- ._. _ -- - . .. .. .. . ....... .. . . Date Card.B-1 Date Card B-1 Date Card B -t Date Card B -t Date FRAMING (Plans) OK except #'s 39. Sils. Proper Material & Anchors 40 Walls Studs -Nailing. Spacing &Bracing -Plates -Sound ... ... '" - -- ---..... ... ... ... . 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) ...... -- ....... ... ... .. .... ... .... 43. Fire Stops. Furred Ceilings -Stags -Chases -Tub --------- .....-. ....._ .. 44. Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Pu rlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing --------------51.-Property Line Firewall & Openings ------------------- - ---- ---------- 52. Ext. Doors -One T -Check Garage -3rd Story. 2 Exits ---------- --------------------- 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ------------------ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts ____________ 59. -Insulation -Walls -Ceilings ----------------- ------ 60. Infill ration -Walls -Windows -- ----------------------------------- Date ---------------_------------------Date Card B-1 Date Card B-1 ---------------- ------------------------ Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector ------------ -------------------------- - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meeh. Protection --------------------------- 64. Bedroom Exiting ......... ---------------------------- 65. G.F.I.& Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ..-- ----------------------------- 67. Stairs & Rails ...... ------------------------ ----- 68. Fireplace or Stove: Clearances -Hearth .. --- --- ..---------------------------------- 69 Elec. Outlets at Wood Panel: Int. &-- Ext. -- --- ------- .------------------ 70. Kit.Fixl. & Appliance: Grnd.-Air Gap -Cooking - Clearance ...... _....--------------------------- 71 Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door: Swing -Landing -Closer .......................... ----- -- - 73. A.C. Duct in Garage -Damper .........---------------------- - ------- ----- ----- 74. Wtr Hlr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above floor-Mech. Protection . . - ------------------------------------ --- 75. Plb.. Elec. & Mech. Equip. Listed for Location ...... ....... ------------------------------------------- - 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection -------------------------------------------- 7, Insulation -Foam -Looked in Attic ❑ Yes - ----------------------------------------- 78. Guard Rads & Deck Construction -Post Caps - ------------------------------------- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes_ --------------------------- ---- -- 80. Following instld : Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No -- ----------------------------------- - 81. Stucco: Brown -Finish ._...------------------------------------------ 82 A C Unit: D sconnect. Electrical. Plumbing --- - --------------------------------- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings --------------- ----------- 84 Water Well: Disconnect. Electrical. Plumbing 85 Exterior Elec. Trim: G F.I. Receptacle -Underground .. ----- - ----- ------------------------------- 86 Ventilation Throughout House - - - ------------------------ 87 Glass Protection - - --------- ------------ 88. Corrections from Previous Inspections 89 Gas Test -Meters Tagged: Gas -Electric - -- ------- -------------- 90 Water & Sewer Connected -C/O to Grade -HD Approval ---.._.. _ _ ..---------------------------- 91 Energy Compliance Certificate -Other Certificates --.--- -- --- ---- ------------------------- Date Card B-1 DateCard B-1 - .. .. .---....------------------------------------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: a f r MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE`"` DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION --7 COUNTY CENTER DRIVE OROVILLE, CA 95965 -PHONE (916) 538-7541 APN: � PERMIT NO.: 1t2_ r Owners: Name: Owners: Address: 4<C_ -1-j0 Mobilehome Year of Manufacturer C Cj Manufacture: Serial number-Z:t .:� ' Y~ Insignia or ��' or V.I.N. Y1i� HUD number: L� Official approvin installation Date: If themobilehome is moved or relocated, the mobileho� m nstallation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 513B White -Owner, Yellow -Installer, Pink -Bldg., Gold -Assessor F i COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PER IT NO. APPLICATION AND PERMIT 9�- ���� ASSESSOR PARCEL NUMBER 006-020-159 ZONING ARMN1 BUILDINGPERMIT OWNER W-1 RESSER TELEPHONE 143-9378 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 4550 BESSER CT CHICO CONTRACTOR'S NAME JACKS MOBILE HOME SERVICE TELEPHONE 342-6656 CONTRACTORS "UNG ADDRESS 13 FREIGHT LN CHICO 95973 Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation Is Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 4550 BESSER CT, CHICO PERMITFEE $ 43.00 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome XX Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation IXXOther ❑ Describe Work: MHI ON EXISTING SITE — Mobile Home S G W1 920.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service / 000V OR LESS 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. %Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCURS0. OR ADDNS. ( a ACC. BUDS. ) 3.5¢ FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 PO ER APPARATUS ( 8. SINGLE OUTLET CIR. ) Ex. Occup. (OUTLET OR FORURES ) BAL 0 1:50 Ex. Occup. (oFI ELETS(R SESE S. OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00. i Misc. Wiring t23.00 PERMITFEE S Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 0.00 g Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 14 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. � X OMj��1 "y, ` Date �� Signature of Applicant Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures oveerr 3 stories in height. Mobile Home Installation Fee Is 100.0 Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ HAZ. D. FE IMP FLOOD ._ CDF PARCEL PD H ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have BY PERMITEXPIRESON applicable provisions Resolutions to do work been paid. ate 2� 2 (Dat ReceiptNo. 1 7 4/ 0 1193-00 WHITE-D.D.S.-B.D. CANA Y -AS ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .....�..r...:gar'...-r�-�rv�,qTt+r�7•L:...'}-....:a.i}��a�..t:..'..�.cn�'�"�ii�^rZ��nr�•.r-.��'".`.�,,�;+,''R.,a��+ww'S.: "'�v'i�..h.^rti3,v�.�.r"j:..,,,.,^.:;,.,N�.r., ,.�. .. -- `� COUNTYOF BUTTE - DEPARTMEN"TOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 OWNER 4 -DU. Proposed Building Use PERMIT APPLICATION DATASHEET I hi" Building Inspector A. P. oo(. -Ozv-! Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. ......... .............................. 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. ........................................ . 6. Energy.Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). ... . Fees of $ Mobilehome data and manufacturer's installation instructions; 2 sets. .......... . . P. .. ,. .......... . Impact fees as shown on attached schedule. ...... ...... ............�- 12 California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year floes by California Engineer. Sanitation and plot plan approval C.,�Lt.� l Health Department. .... " ...... ,or of Chico plumbing permit . ........................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. ^:J- .... . Frednspectionrequs- Pre-inspection for required. . to Building Inspedor (Date) 1. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance. .......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . ................. . 25. Letter of signature authorization . .......................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .................... 29. Documentation of legal access. .................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed meets zoning area and frontage requirements . ............. 3 .existtin violation expired permits . ...................................... 32. Plan check is ...................................................... 33. 34. WheP you issue the permit, process as follows: M ries Mail to contractof: Telephone 393-697-4 and hold for pickup a office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. -Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior toeit issua ce: (Circle new item not checked above). 1. Index permit for above items No. 2. Additiopal items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by'_ Date Plans,checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works H.H. USE ONLY Plat Plan AtlecLed „1 Floor Plan Anached Scotto B.D. z2 /� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location y AP# Plan Approved for: Sewage Disposal —- Water Supply: Public ` Private Well Clearance for 3 bedroom mobile home. Other Hold final for: Final clearance O.K. for: NOTE: OA� En ironmental Health Specialist Date Qi4� N i t a "Sar f I `e ,.etn-fid N i t a "Sar f I t� N i M Mobilehome Manufacturer: r/ F_ F r WC� Manufacture Year: 19 Zra If other than single wide, furnish Setup Model Number: Width: 2 y (ft.) Length: ft.) Tagalong or Expando Size (ft.) x(ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual ana siructuiadie'tup sh6ets. 2 - FOOTINGS: Wood pressure treated or foundation grade[kj Other: SUPPORTS: Concrete block[)c] Other: Provide Tie Down Specifications for all Mobilehomes:- kgfse6 r— '20 S_5 IR VF_ Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line I Line I Line 2 Line 2 Main Beams Line2 ............................. .......................... ine 2 Line I Line 3 1 Line 2 ................................................................................................ Main Beams Line 2 Line I . .................................................ine 5 Tag or Triple ine 4 .................................... >L I rine I Line'l Piers: Size minimum: r i x r i. Spacing maximum: I C. I From ends -maximum] t Line 2 Piers: Size minimum: te- ] x [30 Spacing maximum: 5 ' 6 From ends -maximum: I ' ei A Line .5 RoofLoads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line I Openings Size minimum: x [30 Each side of openings with width over: 0 Line 4 Piers: Size minimum: x Spacing maximum: 4 From ends -maximum] I OVER COPYF ILE 9L -/a3 Y 1. Owner's Name: T I m S £SSE 2 2. Assessor's Parcel Number: 0 6 Ca — Q20— /SS 3. Installer's Name: SA c tis M o f3, c F_ NQn'M.£.... S E tly r c E 4. Is the site currently under permit? Yes[ ] No[k] Permit No. 5. Is the site an existing site? Yes[A No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? IS o Amperes. .i 7. What is the mobilehome site circuit breaker rating? 15o Amperes. 8. What is the electrical rating of the mobilehome site? E 00 Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No[ A If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[x] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- W F_ L L_ Amperes- 10 b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[ ] None[M 12. Size of gas pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? (ft.). 14. What is the mobilehome gas demand? B.T.U;* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST -BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 r 8.5 T1s set of Plans and speciflca ox kePt.on the fob at all times and it is make alk9 changes or alterations on Written Permission from the Depi 1,rt Works, County of Butte. ENViROtiil1EN";'W HEALTH MAY 2 01996 Chico CalWomia NOOM: All Materials & Workm Accordance with Recognized C of a Quality Prescribed for the in the Uniform Building, Plum: Codes and the National Electr 0111 STRUCTURES AND EQU OVERHANGS SHALL BE CLEAR A SET BACK OF 1 a FT. FI 10 Ff. FROW.THE REAR PI FT. FROM THE ROAD CE CLEAR OF STRUCTURES AND. FOR A 8 FT. EAVE OVERHANG. S3 -to' � to unia 3$' .same wi ment of Publip Q 3g' rNI4L " D Location of s4ructures & equi;xnpi it shall be as shown & clear o fall easements. 3Z i l..,r.� I^!e it � je (I 4o + A k hiP Shall Be In lei I Practices and cified use g & Mechanical Code. �KIS>-i�G Su (1'�oat�t Nan. , TI m-14 . A al- FC6 7-I (?A 2e Et � �c5 _ad 7� 1A, 0) TENT INCLUDING ALL EASEMENTS. V1 THE SIDE AND 'ERTY LINES AND ERLINE 8HALL�oVED APMENT.EX u e County Environmental Health s �� Da l Signature ktrtm l o' x T1s set of Plans and speciflca ox kePt.on the fob at all times and it is make alk9 changes or alterations on Written Permission from the Depi 1,rt Works, County of Butte. ENViROtiil1EN";'W HEALTH MAY 2 01996 Chico CalWomia NOOM: All Materials & Workm Accordance with Recognized C of a Quality Prescribed for the in the Uniform Building, Plum: Codes and the National Electr 0111 STRUCTURES AND EQU OVERHANGS SHALL BE CLEAR A SET BACK OF 1 a FT. FI 10 Ff. FROW.THE REAR PI FT. FROM THE ROAD CE CLEAR OF STRUCTURES AND. FOR A 8 FT. EAVE OVERHANG. S3 -to' � to unia 3$' .same wi ment of Publip Q 3g' rNI4L " D Location of s4ructures & equi;xnpi it shall be as shown & clear o fall easements. 3Z i l..,r.� I^!e it � je (I 4o + A k hiP Shall Be In lei I Practices and cified use g & Mechanical Code. �KIS>-i�G Su (1'�oat�t Nan. , TI m-14 . A al- FC6 7-I (?A 2e Et � �c5 _ad 7� 1A, 0) TENT INCLUDING ALL EASEMENTS. V1 THE SIDE AND 'ERTY LINES AND ERLINE 8HALL�oVED APMENT.EX u e County Environmental Health s �� Da l Signature ktrtm l o' z7� "41Z ,)b X 11 HL,4 f7/1 Xg/ cel Ell i ABESCO._ ENGINEERED C 0 M B I N AT ! 0 N {T:1=E:-:.D;01N:N S. MANUFACTURED HOME TIE—DOWN' CALCULATIONS AND SCHEDULES FOR SINGLE/DOUBLE/TRIPLE WIDES ' DESIGN & GENERAL NOTES ' DESIGN LOADS: _-- •1E• WIND --------- 15 PSF dF SOIL BEARING ---- 1000 PSF *TIE DOWN STRAPS— 3150# WORKING LOAD TIE—DOWNI STRAPS MEETS FEDERAL SPECIFICATION QQ—S-781 H FOR TYPE 1, CLASS B, GRADE 1 STRAPPING AND BE AT LEAST 1 ' 1/4!* x .035 ZINC PLATED. * EARTH AUGERS --- =--= 2962# (TESTED TO 4750# MIN.) * CROSS 'DRIVES -------- 1727#(CALCULATED) * CONCRETE SLAB ANCHORS— 1390# (CALCULATED) GENERAL NOTES: 1.: THE CHARTS 4QWN HEREON ARE THE REQUIRED NUMBER- OF TIE—DOWNS ON THE SIDES OF THE MANUFACTURED 'HOME. 2. TIE—DOWNS ARE REQUIRED AT ' EACH CHASSIS BEAM, EACH END OF EACH TRANSPORTABLE SECTION OF THE MANUFACTURED HOME AND -CAN BE ANY OF THE TYPES SHOWN HEREON. 3. COMBINATIONS OF THE DIFFERENT TYPES OF TIE—DOWNS CAN BE USED. 4. IN THE EVENT AN EARTH AUGER CANNOT BE INSTALLED DUE TO AN OBSTRUCTION, USE OF CROSS DRIVE ANCHORS IS PERMITTED, PROVIDED THAT (2) CROSS DRIVES ARE INSTALLED FOR EACH .EARTH AUGER THAT CANNOT BE INSTALLED. 5. FOR ALL TIE—DOWN INSTALLATIONS, THE MFG'D. ' HOME CHASSIS MEMBERS ARE SHOWN AS 'T BEAMS. (FOR ILLUSTRATION PURPOSES ONLY) CHASSIS BEAMS CAN 'ALSO BE ."C" SHAPED OF RFC SHAPED. 6. END,.TIE—DOWNS CAN BE LOCATED WITHIN 18" OF EITHER ,SIDE OF. CHASSIS BEAM AXIS• AS SHOWN. CHASSIS BEAM a0 (ONE END TIE—DOWN MANDATORY T —' bo AT EACH END OF "I".. BEAM) ' 7. THE SIZES, TYPES. LENGTHS, ETC. OF MATERIALS SHOWN HEREON ARE MINIMUM. LARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY ABESCO MAY BE USED AT THE SAME SPACING & LOCATIONS SHOWN. ENGINEER .., . APPROVAL STATE APPROVAL APPROVED SUBJEdT TO CORRECTIONS NOTED Approval does not authorize or approve any omission at deviation from requirements of applicable State laws and regulations. State of California Department of Housing and Community Development DIVISI CODES ANO STANDARDS By`�. ate I (signature) ., -.. . SPA.80 ... G 01 Is ba. IP MMA IVi kO $AC. CA. 95828 A: 916-383-8831 rj 3 Exp f OF CA 0 3. r' 1 ii U.... . L .• ......_ ..... ' ' ' W a THIS TIEDOWN SYSTEM MEETS THE REQUIREMENTS < • OF SECTION 1336.3. SUBSECTION (a) t `..PACIFIC CONSULTING ENGINEERS..:.",' . 2150 BELL AVE. SUITE 145 -'-SAC. CA. 95838 PH: 916-564-6028 STATE APPROVAL APPROVED SUBJEdT TO CORRECTIONS NOTED Approval does not authorize or approve any omission at deviation from requirements of applicable State laws and regulations. State of California Department of Housing and Community Development DIVISI CODES ANO STANDARDS By`�. ate I (signature) ., -.. . SPA.80 ... G 01 Is ba. IP MMA IVi kO $AC. CA. 95828 A: 916-383-8831 rj :.'{.+: . F „;.y ` 4n i S..,j:n » ssc:'!'+ l'4.A.. d4 . Jk• - . . A� 'ABESCO -TIE` DOWNS` ' C ABESCO NAME HEADS ' OF TIE -DOWNS `/: ' - .", : � 1 , � l ' �& #607 CROSS #606 STEEL #406 PIER DRIVE ANCHOR #608 SPLIT STRAP W/BUC BOLT -ON' TOP ED BOLT & NUT #601 30" #614 STEEL STRAP W/HOLE T.D.A. f#.)04 CONCRETE. #602 •48" 1 ANCHOR W/#615 CONCRETE ' + - #616 STABILIZER T.D.A. #SH 5822 SLEEVE SLAB ANCHOR PLATE ANCHORS (DRY) (NET) ` 'SIDE TIE—DOWNS (SEE NOTE BELOW) J SIDE TIE—DOWNS (SEE NOTE BELOW) ,p ti SINGLE WIDE po 7. 2' '{ EVENLY SPACED 2' TR WIDE W - �' LE r •t\ LENGTH VARIES -• \ i I o SIDE TIE—DOWNS (SEE NOTE BELOW) '� ~ < ZO t' \ V N Y SPACED 2' {2—'�—EVE—NLY��SPACEO E E L �,'• is o m t I LENGTH. - VARIES LA DOUBLE WIDE W N • ' , : EARTH' -AUGERS MAX. LENGTH: Of 36' S4' 72' S'\' i MFG'D. HOME LENGTH VARI "' �Q a CROSS`'DRIVE ANCHORS a •'; �'4%®�� MINIMUM NO. OF 2 3 4 `. SIDE TIE—DOWNS EF. • OF.. 3. 4` 5 6 7 EVENLY SPACED EVENLY SPACEDIEVENLY SPACED 2' a i LENGTH VARI "' �Q a CROSS`'DRIVE ANCHORS a •'; �'4%®�� X. LENGTH. OF 3Y 42' '52' 62' 73' `. h �f F, NOTE: —. - _ + �a 00. EF. • OF.. 3. 4` 5 6 7 SIDE TIE -DOWNS: MIiST BE _W SIDE TIE—DOWNS END- OP -CHASSIS' BEAM': P • ON :P MqCRETE•"SLAB ANCHORS - ' W ••END'.TIE-DOWNS: -CAN BE' LOCATED WITHIN 18 '- :OF-'. EITHER.. SIDE OF • CHASSIS S BEAM. ONE TIE :� MAX. LENGTH .OF 34' 42' 'HOME S0' S9' 68' �i;,• 4 0": -DOWN '; IS MANDATORY AT EACH END OF .. "I" BEAM. ` MFG MINIMUM NO. OF 4• 'N'' SEE `PAGE. 1 �. ( # . GENERAL' NOTE #6) 5' SIDE TIE—DOWNS 6 7 r4- i ! CROSS YDRIVE .TlE .'DOW.N' END TIE -DOWN HASSIS : Y _ ' • �r ��Ia .t )OWN #608 'SPLIT' BOLT & NUT—� CONCRETE: --, 1.2„ • SQUARE ; x 12" DEEP GROUND LINE — r #607 CROSS DRIVE ANCHOR r Pr _ •,•{ ^ ;.. jai r. • : ;.. -.r ; .:'y.'.',:.'•. :'.: SCS - : INSTALLATIONS INSTRUCT -IONS - ' � , . , • y '- ^DETAIL "A" ':. • • 'Y— .`" �'`I' `••�:'TYPICAL CROSS DRIVE)WITH 1. INSTALL• CROSS DRIVE ANCHORS INTO. SOIL AS SHOWN. ! "•' :( CONCRETE BLOCK 2. ATTACH `STRAPS T0, CHASSIS BEAM. IN -MANNER SHOWN. } :• : �' 3., INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP, " AND THEN . TIGHTEN BOLT UNTIL STRAP IS SNUG. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. CROSS DRIVE ANCHORS ARE USED WHERE HARD OR ROCKY SOIL OCCURES. IF -THE GROUND SURFACE IS 'OTHER, THAN .ROCK OR MINIMUM 2"' ASPHALT, ENCASE THE; CROSS DRIVE ANCHORS WITH CONCRETE , AS SHOWN IN DETAIL "A". NOTE: '' t a IF A CROSS DRIVE IS USED WHERE AN AUGER COULD BE USED (IN LOAMY TYPE' SOIL), -'.THEN TWO CROSS ,. . DRIVES 'MUST RE INSTALLED PROPERLY IN PLACE OF THE ONE TIE—DOWN. BOTH CROSS DRIVES 'MUST -BE ENCASED., IN CONCRETE AS SHOWN IN DETAIL "A". WITH EACH ONE BEING. INDEPENDENTLY CONCRETED. CONCRETE T(E-DOWN ,INSTALLATION ` INSTRUCTIONS END' TIE—DOWN j . 1' CHASSIS i' #604 a DR'Y i' #406' PIER 1. `CONCRETE MUST BE A MINIMUM OF3 1/2" BOLT -ON TOP, THICK 'AND IN GOOD CONDITION. 2.',. MINIMUM SLAB AREA OF EACH -ANCHOR IS 28 rr SIDE TIE—DOWN SQUARE FEET. 3.. DRILL PROPER SIZE HOLE, IN. SLAB. A MINIMUM ,s. OF 12" FROM ANY EDGE. R#615 ;. �60•-`. :.`.--6 _ ":: #615 WET :.STA 1 . PLACE` 0 INTO WET CONCRETE. N A . `n -• 60 %# 1 � • -:� -y � .. 2. 'ALLOW �RD Z ' STRAP: cxb �o: ENT 1. ATTACj S'P IF�OyS�IS 8E IN MANNER SHOWJ3+i �, *`•2.R INSERT -STRAP THROUGH SPLIT BOLT. CUT' OFF .y a EXCESS STRAP AND THEN .TIGHTEN BOLT, UNTIL STRAP IS SNUG. 406 PIER SEE` I" --'BEAM;-, CHASS ` 5 BOLT—ON TOP' "' NOTE 5,'SHT:1,;FOR.,.•a:,GF�OUND LINE:-� `JIE—DOWN INFORMATION'1 :�,t-` �l , t SIDE TIE—DQWN I +1 #616 T.D.A. STABILIZER A� PLATE ,#614 SITL. // 6 opo. ,606. STRAP 0• �o STEEL cR�Nc / cgoG STRAP NOTE: < , , VERTICAL OR ANGULAR ,.:. INSTALLATION IS OPTIONAL '* WIN 77 1.; INSTALL ANCHORS INTO SOIL APPLYING CONSTANT ''DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE, UNTILL HEAD IS: FLUSH WITH STABILIZER PLATE. ANCHORS SHOULD BE INSTALLED BELOW FROST LINE.' 2:. ATTACH STRAP.S``TO -CHASSIS BEAM IN MANNER SHOWN. 3. INSERT>,STRAP THROUGH SPLIT. BOLT. CUT OFF EXCESS STRAP . AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. CONTRACTORS WARNING: CHECK FIRST 'FOR-. UNDERGROUND UTILITIES.:—", rs S ;f r t TI DOWN rb��, N r.a: ED TIE .DOWN . c� :,.tic :, SPLIT BOLTC\':,'',:. "I BEAM"CHASSIS " a ' '' `i fk &� NUT'•` 406 PIER SEE` I" --'BEAM;-, CHASS ` 5 BOLT—ON TOP' "' NOTE 5,'SHT:1,;FOR.,.•a:,GF�OUND LINE:-� `JIE—DOWN INFORMATION'1 :�,t-` �l , t SIDE TIE—DQWN I +1 #616 T.D.A. STABILIZER A� PLATE ,#614 SITL. // 6 opo. ,606. STRAP 0• �o STEEL cR�Nc / cgoG STRAP NOTE: < , , VERTICAL OR ANGULAR ,.:. INSTALLATION IS OPTIONAL '* WIN 77 1.; INSTALL ANCHORS INTO SOIL APPLYING CONSTANT ''DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE, UNTILL HEAD IS: FLUSH WITH STABILIZER PLATE. ANCHORS SHOULD BE INSTALLED BELOW FROST LINE.' 2:. ATTACH STRAP.S``TO -CHASSIS BEAM IN MANNER SHOWN. 3. INSERT>,STRAP THROUGH SPLIT. BOLT. CUT OFF EXCESS STRAP . AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. CONTRACTORS WARNING: CHECK FIRST 'FOR-. UNDERGROUND UTILITIES.:—", _ r- NTNG ANCHOR v L6, GROUND UNTIL ' EAD IS FLUSH; {;�' -` r; -PLACE STABILIZER !i s.r.;, ;' ! •,-.{ NEXT' TO SHAFT BETWEEN. PLATE. <�`• ' * INSTALL GROUND ANCHOR "'''' "'s'%' ANCHOR AND CHASSIS # '„� - , „i„15 SECURE' OTiO, GAINST LATERAL :. INTO GROUND. LEAVING ,:j'syL- BEAM, AND DRIVE_:INT 0 8'-12” OF SHAFT EXPOSED. Pr : GROUND. E °.CONTRACTORS VERIFICATION., CERTIFY' THAT I HAVE INSTALLED THE ABESCO -.ANCHORING SYSTEM; AS' PER THE INSTALLATION INSTRUCTIONS. " .,1• HAVE ' MADE NO MODIFICATIONS TO THE ANCHORING SYSTEM OR .TO THE BUILDING STRUCTURE. "`" COMPANY NAME: CONTRACTORS LIC.# ,t_; DATE:--- SIGNATURE:_'' — law — LAND CSF NATURAL WEAL T.H AND BEAUTY DEPARTMENT OF-PUBLICHEALTH DIVISION OF ENVIRONMENTAL HEALTH Address ❑ 196 MemorialWay 127 County Center Drive ❑ 747 Elliott Road ' Reply to Chico, 'Cali fornia'95926 -Oroville, California 95965 Parod'se, California 95969 Telephone: 916/891"=2727 Telephone:.916/534-4281 Te.lephone:'916/873=2961; Ext. 58 ' .December 17, 1984 Registered Mail - Return Receipt Requested Wylie Joe and/or Flora J. Besser. Rt 1, Box.445C Chico., CA . 95926' .. RE:. Substandard Mobilehome Complaint - Rt 1,.Box 4?8C; Chico., CA AP# 44=030-155 .(Hossler Lane) .(Yellow Expando Mobilehome) Dear Mr. and Mrs. Besser: This.department•received a complaint alleging health or safety hazards in the above listed mobilehome. The Butte County. Assessor's records indicate you.are the, owners of the property. On December 12,' 1984,'.I visited the property and: the. tenant allowed me to inspect her rental mobilehome. The following conditions were noted which are 'in violationof 'the California Administrative Code,Title 25, Chapter 2, Sub- chapter 1, Section 1704. Substandard Mobilehomes (a), (b),. (c), (d), (f) and (h-);. and which pose health or safety hazards to the tenants. 1. Front.bedroom closet exhibits excessive dampness from water leakage either through roof or around front sheathing of the mobilehome. 2. Bathroom floor is warping and. deflecting from past water leakage. The floor is not rodent -proof. with old dryer vent'to.underside of coach.. 3. Floor of water heater enclosure is :sagging from water leak damage. Water was standing ofi.floor'during my inspection.. Water heater, may fall through floor. 4'. Front'and•rear exit door latching mechanisms are defective, and difficult to open which could cause.persons to be trapped in coach in event of a fire. Sliding window by.front door cannot be locked: 5: There are plumbing leaks at the bathtub faucets. Wall board intub enclosure is damaged by water leakage aril is not waterproof or cleanable. • w_ylie : Joe and/or Flora -J. Besser �. Page 2 b:. windows throughout the mobilehome are not weathertight as evidenced -'by water damage.io paneling on window sills and walls in the bedrooms, bath- room,,dining room, and, living .room.. 7. Roof leaks are evident in the hallway arouhd.t'he swamp cooler, and along the ceiling juncture between 'the main.coach and the.sideroom. . These conditions shall be corrected as -follows,,.within THIRTY (30) DAYS from receipt of. this notice. Obtain.any required. permits from the .Division of Housing and Community Development, 1814 Mangrove Avenue.','.Suit e D, C.hico,.CA 95926 before making -repairs.. 1: Eliminate dampness from .'front bedroom closet by sealing :front wall and/or repairing.roof. 2. Repair or replace. deteriorated bathroom. floor and. tile, replacing all rotted or damaged materials. Makefloor rodent proof.... Eliminate water. leaks that'are. damaging the floor_ 3. Repair or replace deteriorated water. heater 'compartment.floor. Eliminate water _leaks, that areadamaging the floor. 4. Repair or replace defective door latches, so..doors will open and close effectively and not jam. Provide locks 'for sliding windows where missirrZ.. 5. Eliminate plumbing leaks at; bathtub faucets: Replace all water 'damaged wall board in tub enclosure. 6. Make'all windows watertight and eliminate water leaks. 7.. Repair or replace the leaking roof, and eliminate all leaks. A follow-up inspection will be made,. Failure. to comply will result in`the Franchise Tax Board being advised of your non-compliance, you will :then be'pre- vented from claiming state tax deductions_ for taxes; depreciation, amortization, or interest expenses connected with the property as, long, as it remains substandard. This notice is -given to you pursuant to Section 17299 and 2+436.5 of the California Revenue and Taxation Code. I;f you.have any questions concerning this notice, please contact me at the above listed address or telephone number. Very truly. yours, -- toward J. Sn�y d Jr., .S. ,Division of Environmental Health HJS/mlf cc: Public Works - Jim Glander Housing ,& Community Development, 1814 Mangrove.Avenue, Suite D, Chico; CA 95926 r �) 7 BUTTE COUNTY.SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District 1 �4 Building Department No. Cl"A. P. Number Wb-OZO - ISS- Jurisdiction: 0 City [ County Property Owner Property Location/Address L155-0 Subdivison Lot No. Residential Development E -l--► Sq. Footage No. of Living MHI Addition (Group R) Units Commercial/Industrial' Department Representative 0 Sq. Footage New Addition (Including Exterior Roofed Areas) (Floor Plans reviewed by School District Personnel) District Identification No.num air >, i obitzlWAIt/k. School District certifies that Address) 5-13•q4z, Date (Phone Number) (City] — (State)//,, (Zip Code) _-e- has complied with the requirements of Resolution No. 516' q4, by payment of $e—xf representing A4 square feet. As 2926 $ FULL MITIGATION $ I , Schon trict AR6p-rese ntativ Date Paid by Check #W10 Remarks: mbbk, aD R l w lnobllo Bank Number Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (11/94)dmm P" C.{ .til + yo jta c .•..�i'i PO. BOX 420807, SAN FRANCISCO, C�A. 94r. 14 !i 2 r -08,l -0`�,,7 AT COMPENSATIOrCr.t5�=-' ` r Y! r f•V�x'=`,' i . !irn -ar .. �. �r(�'•�,t,IN$URANCE Ct'Ci.( j; t i' r•l ti. .0 ~4 r.,}.t.y !tr`_t•� i ++ CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ''` �!' •' ' ' �- • ! POLICY NUMBER: T h t� 7 5 4" r,_ _.;-%• •. d+.�i-i'.`�. -. - r CERTIFICATE EXPIRES:. 7 -t•+ Ps J,��. �'�-ir, i ', ' •. . s� A i . _. . f' L rl ,. ' ' -. •4.��'„,L'rtC4ty, R 1� 'QNB STATE Li;Cr_11S"` #30}'i•pU �}<<tP, ,.• 4r ,� - ;�.T, ,7= x, `114C5t:T1011 CAT,C 5-1 •Yb r ^This Is to certify that we have issued a valid. Workers',Compensatlon insurance policy into form approved by the California ;, •- • Inshrance Comrrlissioner to the employer named below fo"r the policy' peri6d indlcatU Xcyr i. .ver .^•{ jtJ`•• F "�:-: „�' y ..•.r •. ,v , tr.- 4.. r:, J ' ";- This'pohoyts not subfect to cancellation by the Fund except upon ten days' advance written notice to the employer. I 4f II ``rr{ r,..• i» � We will also give you TEN days' advance notice should this policy be cancelled 13-06,r to its normal expiration. .•} R? l',� Z .�t•1 �'r t w{w.'. _'�ryr � t � ,� � ,�'� p i ... ,, � .. ` - 7his'certificate of Insurance is not an insurance+policy and does not amend, witend or alter the coverage afforded by the }, policies _listed, herein.'_ Notwithstanding any requirement, term; or condition of any contract or other document with respect to which this certificate of insurance may be issued or may pertain, thfi insurance afforded by the policies "described herein is subject to all the terms, exclusions and conditions of such policies. ' PRESIDENT r 'L'�ri ESQ?LOY}rFrl«)���,L'17'tirlt.~I I rtiitl'i�k 1,14C .jDTN* O-EFENSF COM-. 11400,,V'Jri t'i'lt f_1C.C1JRRE,t1C.E ,Individual `EinpWyvis 190 HAW ,. Ilk and Wifc�E nat ; r, t ; for, 'enefits �� omployees under ' _• ,. ,,� - '1 polity.t �, . :. - - , • �.. - ' .this • rS't �nti?! oma~ "r'lrr_.erM« r R y Y. l . 'i. -i•-' i . f. . . r = V 1. .. _ Yom; ,.x .<t ;' +i�.• �.r .a• +• • . - r -_ j, . - ! �y'-EMPLOYER r �.1 ,tee .v°+ i• rf. .� •' JACK;, r; ?�►tD '�ii3R S, Citi:YL L . t x. DIA, J'AC.K'S' VO!�ILi{0ME- SrRVICF F , 13 'tEI1 H LNE i. t• T t 9W pout i "OUJU CO _ � � 11.,'. T ' n; 'tar •. 7 ;:..1. iii .ITI U�iX�t Virntn 14� C111a ra jars a r Trrnsr r Pursuant to Chapter 9 of Division 3 of the Business and Professions Code and the Rules and Regulations of the Contractors State License Board, the Registrar of Contractors does hereby issue this license to:, JACKS MOBILE HOME SERVICE to engage in the business or act in the capacity of a contractor in the following class ification(s): C47 - MANUFACTURED HOUSING state of Ifomia Department of Consumer Affairs .Witness my hand and seal this day,' August 4, 1994 Issued August 3, 1994 Signature of Licensee _ Acting Registrar of Contractors 693837 , .:' This license is the property of the Registrar of Contractors, is not Signature of License Qualifier transferrable, and shall be returned to the Registrar upon demand Lieense Number - ' when suspended, revoked, or invalidated foi any reason. it becomes void if not renewed. 't 13L-24 (REV. 4-91) 91 62972 - .. .. .. 'A ' 7 ;:..1. iii .ITI U�iX�t Virntn 14� C111a ra jars a r Trrnsr r Pursuant to Chapter 9 of Division 3 of the Business and Professions Code and the Rules and Regulations of the Contractors State License Board, the Registrar of Contractors does hereby issue this license to:, JACKS MOBILE HOME SERVICE to engage in the business or act in the capacity of a contractor in the following class ification(s): C47 - MANUFACTURED HOUSING state of Ifomia Department of Consumer Affairs .Witness my hand and seal this day,' August 4, 1994 Issued August 3, 1994 Signature of Licensee _ Acting Registrar of Contractors 693837 , .:' This license is the property of the Registrar of Contractors, is not Signature of License Qualifier transferrable, and shall be returned to the Registrar upon demand Lieense Number - ' when suspended, revoked, or invalidated foi any reason. it becomes void if not renewed. 't 13L-24 (REV. 4-91) 91 62972 - .. .. .. BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT P M3 NO. 4 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. O�DL- 02 - ISS- 000 ZONING OWNER PHONE NO. VM �- triQx� s -x%13-1 OWyT-ADD DR SS LOCATION OF BUILDING tanA ox KCCA V&- USEOFBUILDI, G kJ SIZE OF STRUCT ' X� ' ._ Sic 1l� SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE_ OTHER (Specify) TYPE OF SIDIN 1. F -e e,� ROOF COVERINGFLOOR-TYPE cv, e�# ESTIMATED OST OF CONSTRUCTION � OCA. $ AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: ''\\ FRONT SIDES V r a ` REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date OAVV Permit Fee - $60.00 Receipt No. 1 � f Signature of Owner Canm_n L Q�kl1 The above described AG Building is exempt roma building permit. I'LiX I PARC I P.D. ROOFjMG ISS Manager Building Division By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant PERMIT NO. It A�71 SO91-%E)P,E ' PERMIT EXPIRES�� OWNER Wylie RpsGpr ACo �� µ D1- /// ° �' CONTR. owner LOCATION (A.P. —4F4—Q3--5—"rt.� �`T - �� �J�" � e !�✓ p NE cor.pri.rd.,app.400'E.of•Hosler Ln.,app.2000' r N.of Nord Hwy, (iot#2), Chico pi �e-7 / n a I9 .Temp. Power Pole l a I9 .Temp. Power Pole Called PG&E Temp. Elec. Serv. Z G C Called PG&E 2 (o Temp. Gas Serv. PG&E /Called JOB /Z 11-7V •FINALED (Da )e _ /l ti 0 MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located with required separation from lot lines and buildings and generally conform to plot plan? Yes No 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes_ No_ 3. Are footings -and supports properly sized, spaced, and braced as Perapproved Plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes_ No_ 4. Is the mobilehome level? (Sec. 5088) Yes_ No 5. If more than a single unit, are crossover connections properly installed? (Sec. 5088) Yes_ No_ 6. Water A. Is flexible connector of adequate size and properly installed (1/2" ID min,).? (Sec. .5566)- Yes- 566)_Yes No B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yes_ No C. Backflow - If coach is not State of California approved, does station have backflow device and pressure -relief valve? Yes— ,No- 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes No B. Does it have minimum 'k" per foot slope and is it properly supported? Yes_ No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe? Yes No D. If coach is not State of California approved, does station have required trap and vent? Yes No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4'� minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the mobilehome gas line inlet without reductions other than the mobilehome connector. -Yes No B. Test OK as per -following procedure? Yes_ No 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min, without drop. 4. Connect gas meter to mobilehome with connector, turn on gas, test connections with soapy water. C. Are all appliance vents properly installed? Yes_ No S } 9. Electrical A. Is service large enough to provide adequate amperage -to mobilehome (must equal rating of mobilehome with a minimum of 100 amp) and other facilities on lot, i.e., water pumps, garage, cabana, etc.? Yes No_ B. Is there proper clearances around panels? Yes No C. Is power supply cord,or feeder assembly properly fused? Yes No_ D. Is continuity test satisfactory as per the following procedure? Yes_ No_ 1. De -energize electrical wiring system of the mobilehome at the pedestal 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each-mobilehome supply conductor, including neutral. S. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord'or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle Length Width Vehicle Serial No. State Identification No. Additional Information or Comments: Bond Beam FIRE SPRINKLERS Motors Framina Test Water Htr_ mesh COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD Grd. Fault Prot. Scratch BUILDING BUILDING (Cont'd) Service PLUMBING Setback Firewall Soil Piping Ducts Forms Parapets 1st Floor Permanent Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab' Roof Sheathing Water Pi in '6 '�2 -7 Piers Roofing Sewer/0-0, 5 •' Z Garage Fdn. Vents Fixtures Footings StemwaI I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for. physically handica e. Conformance of ex. structure Appliances Gas PipingTest Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rounh 1 1 la t-,/7 Bond Beam FIRE SPRINKLERS Motors Framina Test Water Htr_ mesh MECHANICAL ' Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS U45--2"5 -7G®/ � y � /-7 ' a 0 (t z� Z.IL) r (NOTE: An entry must be made on this form each time you visit the job site.) PERMIT NO. 6443-78MHI PERMIT EXPIRES OWNER WYLIE BESSER CONTR Oak . Hill Mobile Home Sales' LOCATION (A.P. 44-03-155 NE cor pri rd, app 4000 E of Hosler Ln. 2000' N of -Nord Hwy, lot #2, Chico r _ t Temp. Power Pole Called PG&E TaW. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED"' -� - y IZ— (Date) (Signature) 9.. Electrical /DperagFto �A. Is service large enough toprovide ad'equate mob ehome ( st equa rat mobilehome with a minimum of 100 p) and other facilities.on lot, .'e., water pumps, garage, cabana,, etc.? Yes B. Is there -proper clearances around panels? Yes 4i o C. Is power supply cord or feeder assembly properly fused? Yes _�Io _......._. - sD. Is continuity test satisfactory as per 'the following Procedure? Yeo 1. De -energize electrical wiring system of the mobilehome at the pedestal. 2Mike that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected'. 3. itch all breakers and switches in the mobilehome to the "on" position. 4 C ect one lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. non-current, carrying metal parts of the mobilehome (aluminum sidinggas line, water line), including fixtures'and appliances,�shalltbe tested for continuity from such equi_ment and the grounding conductor. 6s_ --Upon completion of the above procedure, the -power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of.the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. 10. Is job card signed by Health Department for water and sanitation? 11. If.everyth.ing okay, sign off card and tag services. , S MOBILEHOME DATA Manufacturer and/or Namestyle 5Z! /Vep r� Length,_ Width--/— Vehicle Serial No. Sim State Identification No. Z-121149 5;10 Additional Information or.Comments: `4Y 4 f . MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located with uired separation from lot lines and buildings and generally conform to plot plan? Yes. No , 2. Does the mobilehome have required clearances above -ground? (Sec.5085) Yes o 3. Are footings and supports properly sized, spaced, and braced as per approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes 4. Is the mobilehome 1 el? (Sec. 5088) Yes 5. If more th st, are crossover connections properly installed? (Sec. 5088) Yes No 6. Water ' A. Is flexi connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes_ No B. Test - Does water piping w' hstand working pressure or 50 lbs. air test? Yes Leo C. Backflow - If coacht,e of California approved, does station have backflow device and pressure-relie a es No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? �Yes_Z B. Does it have minimum" per foot slope and is it properly supported? Yes _No C. Are any leaks detected in drainage system after running 3-g Ions of water through each fixture includin washing machine standpipe?.Yes N _ D. If coach ' no/� of California approved; does station have required trap and vent? Yes_ / 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft, long? Note: All piping is to be at least as large as the mobile a gas line inlet without reductions other than the mobilehome connector. Yes. No B. Test OK as per following procedure? Yes_ No 1. n all appliance connector valves. P! ZShut off aPP liance burner and pilot valves. 3. Air test with.manometer to 10"+-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4. Connect gas meter to mobilehome with connector, turn on gas, test connections with soapy water. C.. Are all appliance vents properly installed? Yes Nom Ir -5 !! COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD_ BUILDING BUILDING (Cont'd) PLUMBING Setback — L't 7 Firewall N Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Fin h 2nd Floor Footings Windows ? 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers ` . Roofing Sewer Garage Fdn. Vents' X Fixtures Footin s. Stemwa l l Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for ph slcally handica ed Conformance of e . structure Appliances 2 Gas Piping & Test Temp. Gas Slab V Final Sanitation Patio A J FIEIEPLAFZ Final Footings Footing LECTRICAL Masonry Walls Throat Rough Relnf. Steel Final Fixtures Bond Beam PrRE SPRIOLIr=ERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh C HA NMALL Gird. Fault Prot. Scratch Heating X. Service Brown Cooling Temp. Pole Finish Ducts Under roun Interior La Ventilation Permane Door Clos Final Final MOBILE 0MEUTILITIES -------------- .---Elec_ Service Elec. Pmfestal Water Piping I Sewer Gas Piping Mg§ILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity — Water Piping �._ -� Drainage a Gas Piping ®... DATE REMARKS OR CORRECTIONS' (NOTE: An entry must be made on this form each time you visit the job site.) .w COUNTY OF BUTTE DiOARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number L � for the following location Owner < �� Oiner's Address Mobilehome Mfg y r Model Year Insignia No. Serial No. It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Date By O' THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS _ 7 County Center Drive -- Oroville, California 95965 Telephone: $34-4541 APPLICATION AND PERMIT AA , authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date - Signature of2Perm' a or Agent Receipt, No6tuJ ,F g!07 - White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRE ROOF P BLIC WORKS By Of Datez17, _ ' permit expires Date BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contractor Mailing Address A2.8 ,/ Fireplace Total Valuation Telephone N s- - Permit Fee Building Address A16 C®/0_,(/-E/L Or— PRI - RDe Planng Fee&/or Penalty Permit t Fee 9 OF J 0SCj 2 Llwc—, PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. - -' -03—�6� Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 FA-sT44 SeftReii•ort Fire Dept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50 EQA Parking Plans I Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Plans Recd I Parcel Approval I Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 OR L Main service 1000 AMP ORSLESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ® Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main O service OVER a 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONS.DWELING OR ADDNST ( ACCLBLDGS.CCUP. 4) 22sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR BRANCH CIR T NON.CONS ( BRANCH CIRCUITS)2.50ea NEW CONSTR. POWER APPARATUS B NON.RESID. (SINGLE OUTLET CIR, EX. Occuo(OUTLETS OR FIXTIIRES 150 LL FIXED ALNS Ex. Occup. (OUTLETS P(RESID )REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 f LicenseNo. �J%97� Classification i� Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee s+ $ MECHANICAL,r " Nod. @ • FEE ` WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. l2 1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT'IFfLINGFEE p -,$3.00 Heating;t , 'r iGd` t ;r • Cooling, .0 V 1-I Ventilation�_,l, f♦v t,,. +►``.' ' Hood f'F'"' 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to buildinq construction, and hereby $ 30 Of TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date - Signature of2Perm' a or Agent Receipt, No6tuJ ,F g!07 - White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRE ROOF P BLIC WORKS By Of Datez17, _ ' permit expires Date N _ qll nga`erials & Workmanship Shall Be in with Recognized Good Practices an •$ the *cations A!IUST bE Accor on ascribed for the Specifioddes and Thss' set of plans an spec► uality r &►Mechanical kept on the job at all +rises and it is unlawful tc. Un'fo m Bu*Idin Of Plumbing G changes or alterat*ons on s:mt oftlPub the National Elec *cal Code. make a .y .. n written perm* from the Department lir. Works. County of Butte. .� r . 4 0 C�7 . Mic A L All utilii connections shall bo located ithin 4 ft. outside the rear third sec -ion of the mobile h0MG on the let (road) side of. the mobll0i home. The "Setback shall be 5 ft. from the side property line and 50 ft. from the centerline of the road, permitting a maxi- mum of a 2 ft. eave overhang but -entirely out of all easements. BUTTE COUNTY BUILDING DEPARTMENT APPROVE s , BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS ,• ' 7 County Center Drive, Oroville, CA. PHONE:, 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: 2._ Installer's name: 44, 3. Is the site currently under permit? Yes No —1 (If yes, furnish permit number,j 0 /� -� w ) OR Is the site an existing site? Yes / / No (If yes, furnish two (2) plot plans.) ' 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes / / No (If no, clarify ) 5.* What is the'mobilehome electrical rating? ----------------------- /D D Amps 6. What is the mobilehome site service rating? ---------=----------- Amps 7. What is the mobilehome site circuit breaker rating? -------- Amps 8. ,Is there any other electric load to be served by the mobilehome, site service? --------------------------------------------------- Yes / / No./77 (If yes, identify the load and size: (Load) Amps) 9. What is the mobilehome site gas pipe size? --------,------------- 3 (in.) 10. What is the type of gas service? ------------------------ --- Natural / / LPG =77 11. What is the,gas pipe length from meter or tank to th mobilehome? 12. What is the"mobilehome gas -demand? -------------- ----=----------- (BTU) (This information not required if pipe len h less than 6 f 0 natural gas or less than 50 ft: on LPG.) 10,�'!vr►w' t MOB ILEHOME gUPPOkT DATA If other than single wide, Mobilehome Mfr. furnish Setup Model No. Year % Width/V\ (ft.) Box Length�P �s (ft.) Tagalong or Expando Size 7 ft. x_ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured froii► front of mobilehome unless otherwise specified. Footings (check one) Single x (ft.)(in:) (in.) (in.) Center support Center support locations* footing sizes (in.) Ix (ft.)(in.) (in.) (in.) (ft.)(in.) (in.) (in.) x —1 (ft.)(in.) (in.) (in.) L—J I x J (ft.Vin.) (in.) (in.) r aj • - *If center piers are other than drawn above,. draw in --.locations, spacing, and dimensions. 1. Wood either pressure treated o foundation grade. 2. Other (specify) Supports (check one) ® 1: Concrete block. 2. Other (specify) Tagalong or Expando, show support details. 19- x_250 -- Typical Support in.) (in.) Footing Size w- - J -- Max. Pier Spacing (ft.)(in.) 1_21,' , -- Max. Overhang (ft.)(in.) BUTTE COUNTY BUILDING DEPARTMENT APPROVED mv J COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Urovil7e, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT 1.) C) 7 6o All Lam' authorize representatives of the County of Butte to enter upon the above -men t 1011a •property for inspection purposes. Date 4 2/Q Signature of Per ' rr rr Agent Receipt No. /-J J 76 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been�id. DIRECTOR OF/P�JBLIC WORKS By Date Bu ing permit expires Date �� BUILDING If I Owner,[ S S 1 / e e � ii SO. FT. OCC. BUILDING VAL ATION Mailing Address G O Telephone No. —e91F2P Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee $ $ Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 ,op RA r'o r<, V C, -0 Each Trap 1.50 PloRepair ro v-, 'Z o o a' p � o vd /,// drainage or vent piping 1.50 J_ 07--n- r1h iG v Zoning Verification Only, Water piping =ll v. ®® Each gas water heater or vent 1.50 A. P. No. 4 — 3 — 2 Za ' Gas piping system 1 - 5 outlets -ilz� • ®o Each additional outlet 30 F Fire Dept.Fire Zone Use Permit Building sewer .{ /0.0 EOA Parking Declaration P el ap 60' R/W Improvements Lawn sprinkler system 2.00 Bldg. Plans Recd 4oT Parcel Approval P pproval Permit Fee .3.00 �•� $ NEW ❑ ADDITION ❑ UTILITIES �- OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE 1 $3.00 3,00 Main service i0oV OR LE 0LESS 5.00 S , 00 o AMP ORS Main service EA. ADD'L 100 AMP 2.50 Z. Single Family ❑ Duplex ❑ Mobil Home ® Others ❑ Main service 1100EAMP0OR LESS 25.00 Main service EA. AOD'L 100 AMP 1.00 500 SO FT_ MINIMUM NEW OR ADDNST ( DACCLBLDGLING OCCUP. &) 20sgft NEW CONST R. MULTI -OUTLET NON-RESID. BRANCH CIRCUITS) 2.50ea FOR MOBILES NEW CONSTR. NON-RESID (SINGLE OUTLETPOWER TCIR.& CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: = • �, 1 ,a D Ex. Occup(OUTLETS OR FIXTURES)@� BAL@1 Ex. Occu / FIXED APP LNS. OR i�•\OUTLETS (RESID,I EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 /5 o License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 5_0 $ SSD WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. RI certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood .—+2.001 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County OrdinancesTOTAL and State Laws relating to building construction, and hereby PERMIT FEE $ '— 5 .S authorize representatives of the County of Butte to enter upon the above -men t 1011a •property for inspection purposes. Date 4 2/Q Signature of Per ' rr rr Agent Receipt No. /-J J 76 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been�id. DIRECTOR OF/P�JBLIC WORKS By Date Bu ing permit expires Date �� COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 � ��� Telephone, 534-4541 16,,5 APPLICATION AND PERMIT Aft authorize representatives of the County -of Butte to enter upon the above-mentio a prope9X for inspection purposes. // // . f X Date nature of P�miYee or Agent / / Receipt No. ZZ -7 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. /' DiAECT.68hOF PUBLIC WORKS Building permit expires Date J BUILDING Owner AZ AS SO. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address �� �' Plan Checking Fee&/or Penalty Permit Fee D PLUMBING No. @ FEE / %C O/GO'Wl",ael PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 We -'s .C. -ftrri�- Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking ans ParcelEach Declaration Parcel Map 60' R/W Improvements additional outlet .30 Building sewer 5.00 Idg. Plans Recd Parc royal Pla pproval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER 10 Permit Fee $ $ ELECTRICAL No.1 @ I FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST. / DWELLING OCCUP. 'Y\ 22sgft OR ADDNS, \ ACC, SLOGS. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div: 3, of the State of California Business & Professions Code under the name style of: MULT NEW co"sTR BR1.OUTLET NON-RESID � BRANANCCH CIRCUITS) 12.50ea NEW CONSTR. POWER APPARATUS 6 D. SINGLE OUTLET CIR. -NON-RES, Ex. OCCUP(OUTLETS OR FIXTURES g @� FIXED APLNS. Ex. Occup. ( OUTLETS P(RESID.)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit•Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby A,4/v $ TOTAL PERMIT FEE $ ,fD 104C authorize representatives of the County -of Butte to enter upon the above-mentio a prope9X for inspection purposes. // // . f X Date nature of P�miYee or Agent / / Receipt No. ZZ -7 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. /' DiAECT.68hOF PUBLIC WORKS Building permit expires Date J 111HUN, gm poll, Im .10 PINIP" A A I? F-� lip H 0 m E s Installation' Manual V, 0 9 11 C-000, = 0j, NOTE CONSUMER INFORMATION CARDS Keep this manual with your manufactured home. Title VI of the Housing and Community Development Act of 1974 provides you with protection against certain construction and safety hazards in your manufactured home. To help assure your protection, the manufacturer of your manufactured home needs the information which these cards, when completed and mailed, will supply. If your bought your home from a retailer, please be sure that your retailer has completed and mailed a card for you. If you acquired your home from someone who is not a retailer, you should promptly fill out and send a card to the manufacturer. It is important that you keep this manual and give it to any person who buys the manufactured home from you. v W'A Q IR c SUPPLEMENTAL INSTRUCTIONS 0 ' L U 0 � � cz s !'1 e E4 T' SITE PLAN ......... ............................................ .........._ ..... i......i.....i......i......i._... �...._. ..... ............ ._ .. .. ._......- . ... ii. .�.. .. �.. .. ... _ ....... .... .. ... .. .. ........................ .....................� ........... ... ..... .............. _.. ,'. ... ......:. .:...... :.SSS • ...... - . . . .. .. .................. f '.................::......_..::..............>.: ._..............:. .. !.... : .._t. ._.. ...p.. . s PT.Q� .SN : r ..�..� — .Rjj" Lc l •s � @I11 l:{ �-•:- G- G'. -fr - s! � ) e , . . . ::\JI ; ~ JSS / ..F t �..... .. ................ ...... _�- r .. .. .. ............ .. - ............ .. .. ._ -.. _..... _..... _ .. .. .. ...... �...................... ......................................... ... .. .. .. .. .. _ .............................................. i;.i.. .. ~ .............. .......... . .. ..7""'. .. .. FL ... . ....... - ... .. .. .. ............... -- . : ............................ ..... .................... .. .. .. .. " ............. .. .. .................................... ................... ;, \�T .. .. .- . ' -'_ ;.. .. .. ... .....----..;...--- .......--....... ... ....:......:. .:...... .. _..............._ .. ............ ............. ..................... .. .. .. .. ... .. .. ............. ............. .. .. ... .............. ............ ••................ .. ...... : .. .. .. ................ ........................>............................ ,................................. .. !....... o o- -2004...: ... .. .. .. .. ...................... .. .. ... ._ .. ... ..............................................- . €... •................ .. ... -- -- _...................... .. .. _......... . .. ..... .................................... ICO. CA L11= Assessor's Parcel Number Owner Name _ -r/A Address / Phor Site Location Contact: Name 40��4 ..- rL Phone FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres a.0(r PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN. USES: :. OPT. HALF BATH Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. _..........._.....- p�,At1t�P4C2 --. - -• _ - DIVISION • BUILDING P APPR SITE PLAN .. .. .. .. .. __ U =Date: _ .. _ - _....._ _. t 3......;. ............................... .-- -_ ' Parking: L nd i -5'4L-'COMPLY � l�T RI• N( GH>LUR_ ... .. ..of .. Si'a. , 17 ' l .. .. .. ... .. .. .. .. .. .. ... ....>.... .. _ :. .:.. ..:.. ..:. .:.. i SSS"...:..._. _.. - ... .. -- _... ...... ...... - . .. .. ._ . r.. -_ ... .. .. .. .. .. ... .. ............. _.. .. — — — i 1 �...; .a ♦ 1 'rt .....................- - ... Ci, t' - - .. .- q..;... -:. .. •r- ,. ..r J: .- T.! - ,..•. �. t . __.-•••.................................•--- ....-�_pa ................................ _ .. -. __ .- -. . •_ — —.. _ 1 Q•• _. 1 — _ -- i_ / f Q'_.._ -- "_ ._ 1 - - - .................... . �r - - -- ..-�- i v� ._ .- ._ .. ... .. .. .. .. .............- -. . .- .-... ..................... ...-........................-• — - — := v "�s, - r ;3 r-.................._ ... ............. _........... - - - ............ ............................:._...-:.- - .. ... .. .. ............................ .........r ............ .. . :-.:.. ............. z -------------- .. ............ .... . ...... •l� • �'•��-�z••�• ............5 ............... .. .. ------ ............ .. ...... ............ .. cam... _ ..--_:..... �:"Y ................................. .. ..i� .......................r i 1...: ........... .. _ - _.................._ _..._........__.....___...._............_....._....-- ....._..... _.... __.... ......... —........._....._............_....._.._.... _ r ... .................._... -.....-.-.__...._............--•..._..........•--.....__.__......._....._...__..... ............ --------- ---------- :... 4ssessor`s Parcel Number. Dmer Name -p/ A Address / Phor Site Luc adun ft ontact Name EEE — Lam®® — 16121 [;� Scale: 1"=_ Phone 7/- G i 9 f__� �42= . FOR OFFICE USE ONLY Zoning: - 2 General Plan Desig: _Djff�P I Size, Acres __.- 3 '— 4.00' PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: